1200 new jersey ave .. se of transportation. scott rosenbaugh research associate engineer midwest...
TRANSCRIPT
US Department of Transportation
Federal Highway July 10 2014
1200 New Jersey Ave SE Washington DC 20590
Administration
In Reply Refer To HSSTB-231 Revised
Mr Scott Rosenbaugh Research Associate Engineer Midwest Roadside Safety Facility UNL 2200 Vine Street 130 Whittier Building Lincoln NE 68583-0853
Dear Mr Rosenbaugh
This letter is in response to your request for revisions to the existing eligibility letter B-231 dated January 27 2012 and for the Federal Highway Administration (FHW A) to review a roadside safety system for eligibility for reimbursement under the Federal-aid highway program
Name of system Transition from steel post MGS to thrie-beam approach Type of system W-beam to thrie-beam stiffness transition Test Level MASH Test Level 3 Testing conducted by Midwest Roadside Safety Facility Task Force 13 Designator STG03a Date of original request June 28 20 11 Date of revision request Apri l 10 2014
Decision The following device is eligible with details provided in your letter of June 28 2011 which is enclosed as an integral part of this finding
bull Stiffness Transition from steel post MGS with 12-inch deep blackouts to thrie-beam approach using asymmetrical Y
Based on a review of submitted revisions to existing eligibi lity letter B-231 dated January 27 2012 and to crash test results submitted by the manufacturer certifying the device described herein meets the crash worthiness criteria of the American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware (MASH) the device is eligible for reimbursement under the Federal-aid highway program Eligibility for reimbursement under the Federal-aid highway program does not establish approval or endorsement by the FHWA for any particular purpose or use
2
The FHW A the Department of Transportation and the United States Government do not endorse products or services and the issuance of a reimbursement eligibility letter is not an endorsement of any product or service
Requirements Roadside safety devices should meet the guidelines contained in the MASH
Description and Crash Testing Guardrail to bridgerail transitions are designed to gradually increase the stiffness of the semishyrigid w-beam barrier until connected to the rigid bridge railing Typically a single critical impact point (CIP) has been evaluated with full-scale crash testing That CIP is usually located at the point where we anticipate the greatest likelihood of vehicle snagging or pocketing near the beginning of the rigid bridge railing Because the stiffness of the barrier transition hardware needed to adequately shield the end of the rigid bridge railing is substantial there is also reason to determine if the change in stiffness between the w-beam guardrail and the transition design itself is safe A transition from the MOS with 12-inch deep blockout to a stiffened thrie-beam rail using an asymmetrical Y transition piece was evaluated in your crash testing The enclosed letter describes the transition design and the two crash tests conducted
Also enclosed are the test data summary sheets and drawings of the transitions
Findings Therefore the system described and detailed in the attached letter including the various attachment alternatives is eligible for reimbursement and may be installed under the range of conditions tested
Please note the following standard provisions that apply to FHW A eligibility letters
bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation of a new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide
bull This finding of eligibility is limited to the crashworthiness characteristics of the systems and does not cover their structural features nor conformity with the Manual on Uniform Traffic Control Devices
bull Any changes that may influence the crashworthiness of the system will require a new reimbursement eligibility letter
bull Should the FHWA discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter
bull You will be expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance
bull You will be expected to certify to potential users that the hardware furnished has the same chemistry mechanical properties and geometry as that submitted for review and that it will meet the crashworthiness requirements of the Manual for Assessing Safety Hardware
3
bull To prevent misunderstanding by others this letter of eligibility is designated as number B-231 Revised and shall not be reproduced except in full This letter and the test documentation upon which it is based are public information All such letters and documentation may be reviewed at our office upon request
bull This letter shall not be construed as authorization or consent by the FHW A to use manufacture or sell any patented system for which the applicant is not the patent holder The finding of eligibility is limited to the crashworthiness characteristics of the candidate system and the FHW A is neither prepared nor required to become involved in issues concerning patent law Patent issues if any are to be resolved by the applicant
Sincerely yours
Michael S Griffith
Director Office of Safety Technologies
Office of Safety
June 28 2011
Mr Nicholas A Artimovich Highway Engineer Federal Highway Administration - HSSD Office of Safety Design Room E71-322 1200 New Jersey Avenue SE Washington DC 20590 (202) 366-1331 phone
Subject Application for Federal Highway Administration (FHW A) acceptance of a guardrail stiffuess transition from Midwest Guardrail System (MGS) to thrie beam approach transitions
Dear Mr Artimovich
I have enclosed documentation on the compliance testing and evaluation of a longitudinal barrier system by the Midwest Roadside Safety Facility (MwRSF) at the University ofNebraska-Lincoln In this research project a stiffness transition was developed between the Midwest Guardrail System (MGS) and a stiff thrie beam approach transition system utilizing an asymmetric W-to-Thrie guardrail element The stiffness transition was successfully crash tested according to Test Level-3 (TL-3) requirements provided in the Manual for Assessing Safety Hardware (MASH) A final MwRSF research report has been prepared for this barrier system
Development ofthe MGS Approach Guardrail Transition Using Standard Steel Posts MwRSF Research Report No TRP-03-210-10 December 21 2010
Please note that a similar stiffness transition system was developed utilizing the asymmetric W-to-Thrie guardrail element and multiple steel post sizes This previous stiffness transition system was shown to meet the TL-3 requirements provided in NCHRP Report No 350 and has been accepted by the Federal Highway Administration (FHWA) in Letter No B-187 dated February 13 2009
According to TL-3 guidelines contained in MASH longitudinal barrier systems should be subjected to two full-scale crash test (1) test designation no 3-10 consisting of a 2425-lb passenger vehicle impacting at 62 l mph and 25 degrees and (2) test designation no 3-11 consisting ofa 5000-lb pickup truck impacting at 62 l mph and 25 degrees The newly developed stiffness transition satisfied the MASH safety performance requirements for both of these full-scale crash tests as documented in test nos MWTSP-2 and MWTSP-3 Documentation ofthe compliance testing and analysis is contained within the CD-ROM and hard copy file enclosures listed at the end ofthis letter
The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved
System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam
and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report
System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single
Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report
System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report
System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse
Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report
System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report
On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
2
The FHW A the Department of Transportation and the United States Government do not endorse products or services and the issuance of a reimbursement eligibility letter is not an endorsement of any product or service
Requirements Roadside safety devices should meet the guidelines contained in the MASH
Description and Crash Testing Guardrail to bridgerail transitions are designed to gradually increase the stiffness of the semishyrigid w-beam barrier until connected to the rigid bridge railing Typically a single critical impact point (CIP) has been evaluated with full-scale crash testing That CIP is usually located at the point where we anticipate the greatest likelihood of vehicle snagging or pocketing near the beginning of the rigid bridge railing Because the stiffness of the barrier transition hardware needed to adequately shield the end of the rigid bridge railing is substantial there is also reason to determine if the change in stiffness between the w-beam guardrail and the transition design itself is safe A transition from the MOS with 12-inch deep blockout to a stiffened thrie-beam rail using an asymmetrical Y transition piece was evaluated in your crash testing The enclosed letter describes the transition design and the two crash tests conducted
Also enclosed are the test data summary sheets and drawings of the transitions
Findings Therefore the system described and detailed in the attached letter including the various attachment alternatives is eligible for reimbursement and may be installed under the range of conditions tested
Please note the following standard provisions that apply to FHW A eligibility letters
bull This letter provides a AASHTOARTBAAGC Task Force 13 designator that should be used for the purpose of the creation of a new andor the update of existing Task Force 13 drawing for posting on the on-line Guide to Standardized Highway Barrier Hardware currently referenced in AASHTO Roadside Design Guide
bull This finding of eligibility is limited to the crashworthiness characteristics of the systems and does not cover their structural features nor conformity with the Manual on Uniform Traffic Control Devices
bull Any changes that may influence the crashworthiness of the system will require a new reimbursement eligibility letter
bull Should the FHWA discover that the qualification testing was flawed that in-service performance reveals safety problems or that the system is significantly different from the version that was crash tested we reserve the right to modify or revoke this letter
bull You will be expected to supply potential users with sufficient information on design and installation requirements to ensure proper performance
bull You will be expected to certify to potential users that the hardware furnished has the same chemistry mechanical properties and geometry as that submitted for review and that it will meet the crashworthiness requirements of the Manual for Assessing Safety Hardware
3
bull To prevent misunderstanding by others this letter of eligibility is designated as number B-231 Revised and shall not be reproduced except in full This letter and the test documentation upon which it is based are public information All such letters and documentation may be reviewed at our office upon request
bull This letter shall not be construed as authorization or consent by the FHW A to use manufacture or sell any patented system for which the applicant is not the patent holder The finding of eligibility is limited to the crashworthiness characteristics of the candidate system and the FHW A is neither prepared nor required to become involved in issues concerning patent law Patent issues if any are to be resolved by the applicant
Sincerely yours
Michael S Griffith
Director Office of Safety Technologies
Office of Safety
June 28 2011
Mr Nicholas A Artimovich Highway Engineer Federal Highway Administration - HSSD Office of Safety Design Room E71-322 1200 New Jersey Avenue SE Washington DC 20590 (202) 366-1331 phone
Subject Application for Federal Highway Administration (FHW A) acceptance of a guardrail stiffuess transition from Midwest Guardrail System (MGS) to thrie beam approach transitions
Dear Mr Artimovich
I have enclosed documentation on the compliance testing and evaluation of a longitudinal barrier system by the Midwest Roadside Safety Facility (MwRSF) at the University ofNebraska-Lincoln In this research project a stiffness transition was developed between the Midwest Guardrail System (MGS) and a stiff thrie beam approach transition system utilizing an asymmetric W-to-Thrie guardrail element The stiffness transition was successfully crash tested according to Test Level-3 (TL-3) requirements provided in the Manual for Assessing Safety Hardware (MASH) A final MwRSF research report has been prepared for this barrier system
Development ofthe MGS Approach Guardrail Transition Using Standard Steel Posts MwRSF Research Report No TRP-03-210-10 December 21 2010
Please note that a similar stiffness transition system was developed utilizing the asymmetric W-to-Thrie guardrail element and multiple steel post sizes This previous stiffness transition system was shown to meet the TL-3 requirements provided in NCHRP Report No 350 and has been accepted by the Federal Highway Administration (FHWA) in Letter No B-187 dated February 13 2009
According to TL-3 guidelines contained in MASH longitudinal barrier systems should be subjected to two full-scale crash test (1) test designation no 3-10 consisting of a 2425-lb passenger vehicle impacting at 62 l mph and 25 degrees and (2) test designation no 3-11 consisting ofa 5000-lb pickup truck impacting at 62 l mph and 25 degrees The newly developed stiffness transition satisfied the MASH safety performance requirements for both of these full-scale crash tests as documented in test nos MWTSP-2 and MWTSP-3 Documentation ofthe compliance testing and analysis is contained within the CD-ROM and hard copy file enclosures listed at the end ofthis letter
The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved
System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam
and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report
System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single
Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report
System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report
System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse
Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report
System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report
On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
3
bull To prevent misunderstanding by others this letter of eligibility is designated as number B-231 Revised and shall not be reproduced except in full This letter and the test documentation upon which it is based are public information All such letters and documentation may be reviewed at our office upon request
bull This letter shall not be construed as authorization or consent by the FHW A to use manufacture or sell any patented system for which the applicant is not the patent holder The finding of eligibility is limited to the crashworthiness characteristics of the candidate system and the FHW A is neither prepared nor required to become involved in issues concerning patent law Patent issues if any are to be resolved by the applicant
Sincerely yours
Michael S Griffith
Director Office of Safety Technologies
Office of Safety
June 28 2011
Mr Nicholas A Artimovich Highway Engineer Federal Highway Administration - HSSD Office of Safety Design Room E71-322 1200 New Jersey Avenue SE Washington DC 20590 (202) 366-1331 phone
Subject Application for Federal Highway Administration (FHW A) acceptance of a guardrail stiffuess transition from Midwest Guardrail System (MGS) to thrie beam approach transitions
Dear Mr Artimovich
I have enclosed documentation on the compliance testing and evaluation of a longitudinal barrier system by the Midwest Roadside Safety Facility (MwRSF) at the University ofNebraska-Lincoln In this research project a stiffness transition was developed between the Midwest Guardrail System (MGS) and a stiff thrie beam approach transition system utilizing an asymmetric W-to-Thrie guardrail element The stiffness transition was successfully crash tested according to Test Level-3 (TL-3) requirements provided in the Manual for Assessing Safety Hardware (MASH) A final MwRSF research report has been prepared for this barrier system
Development ofthe MGS Approach Guardrail Transition Using Standard Steel Posts MwRSF Research Report No TRP-03-210-10 December 21 2010
Please note that a similar stiffness transition system was developed utilizing the asymmetric W-to-Thrie guardrail element and multiple steel post sizes This previous stiffness transition system was shown to meet the TL-3 requirements provided in NCHRP Report No 350 and has been accepted by the Federal Highway Administration (FHWA) in Letter No B-187 dated February 13 2009
According to TL-3 guidelines contained in MASH longitudinal barrier systems should be subjected to two full-scale crash test (1) test designation no 3-10 consisting of a 2425-lb passenger vehicle impacting at 62 l mph and 25 degrees and (2) test designation no 3-11 consisting ofa 5000-lb pickup truck impacting at 62 l mph and 25 degrees The newly developed stiffness transition satisfied the MASH safety performance requirements for both of these full-scale crash tests as documented in test nos MWTSP-2 and MWTSP-3 Documentation ofthe compliance testing and analysis is contained within the CD-ROM and hard copy file enclosures listed at the end ofthis letter
The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved
System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam
and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report
System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single
Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report
System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report
System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse
Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report
System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report
On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
June 28 2011
Mr Nicholas A Artimovich Highway Engineer Federal Highway Administration - HSSD Office of Safety Design Room E71-322 1200 New Jersey Avenue SE Washington DC 20590 (202) 366-1331 phone
Subject Application for Federal Highway Administration (FHW A) acceptance of a guardrail stiffuess transition from Midwest Guardrail System (MGS) to thrie beam approach transitions
Dear Mr Artimovich
I have enclosed documentation on the compliance testing and evaluation of a longitudinal barrier system by the Midwest Roadside Safety Facility (MwRSF) at the University ofNebraska-Lincoln In this research project a stiffness transition was developed between the Midwest Guardrail System (MGS) and a stiff thrie beam approach transition system utilizing an asymmetric W-to-Thrie guardrail element The stiffness transition was successfully crash tested according to Test Level-3 (TL-3) requirements provided in the Manual for Assessing Safety Hardware (MASH) A final MwRSF research report has been prepared for this barrier system
Development ofthe MGS Approach Guardrail Transition Using Standard Steel Posts MwRSF Research Report No TRP-03-210-10 December 21 2010
Please note that a similar stiffness transition system was developed utilizing the asymmetric W-to-Thrie guardrail element and multiple steel post sizes This previous stiffness transition system was shown to meet the TL-3 requirements provided in NCHRP Report No 350 and has been accepted by the Federal Highway Administration (FHWA) in Letter No B-187 dated February 13 2009
According to TL-3 guidelines contained in MASH longitudinal barrier systems should be subjected to two full-scale crash test (1) test designation no 3-10 consisting of a 2425-lb passenger vehicle impacting at 62 l mph and 25 degrees and (2) test designation no 3-11 consisting ofa 5000-lb pickup truck impacting at 62 l mph and 25 degrees The newly developed stiffness transition satisfied the MASH safety performance requirements for both of these full-scale crash tests as documented in test nos MWTSP-2 and MWTSP-3 Documentation ofthe compliance testing and analysis is contained within the CD-ROM and hard copy file enclosures listed at the end ofthis letter
The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved
System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam
and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report
System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single
Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report
System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report
System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse
Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report
System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report
On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
The upstream W-to-thrie stiffness transition was developed and crash tested adjacent to a stiff thrie beam approach guardrail transition system originally developed for Missouris thrie beam and channel bridge rail This approach guardrail transition was selected as the critical system because it was one of the stiffest approach transitions used by members of the Midwest Pooled Fund States Due to the successful crash testing and evaluation program it is believed that the upstream stiffness transition can be adapted to other steel post thrie beam approach transitions Chapter 14 of the report documents recommended attachments to the approach guardrail transitions used by members of the Pooled Fund States and listed below Adaptations to other systems can be accomplished in a similar manner by matching rail segments and post strengths It should be noted that the original approach guardrail transitions should only be used in conjunction with the bridge rail types for which they were designed tested or approved
System Missouri Transition to Thrie Beam and Channel Bridge Rail Report Development ofan Approach Guardrail Transition Attached to a Thrie Beam
and Channel Bridge Rail Report No TRP-03-91-99 FHWA Acceptance Letter Dated June 4 1999 Adaptation See Figure 92 on Page 163 of the Report
System Missouri Transition to Single Slope Median Barrier Report Development and Testing of an Approach Guardrail Transition to a Single
Slope Concrete Median Barrier Report No TRP-03-47-95 Adaptation See Figure 93 on Page 164 ofthe Report
System Nebraska Transition to Vertical Face Concrete Parapet Report NCHRP 350 Test3-21 ofthe Nebraska Thrie Beam Transition May 2000 FHW A Acceptance Letter B-105 Adaptation See Figure 94 on Page 165 of the Report
System Thrie Beam and Tube Bridge Rail Report Two Test Level 4 Bridge Railing and Transition Systems for Transverse
Glue-Laminated Timber Decks Report No TRP-03-71-01 FHW A Acceptance Letter B-13 8 Adaptation See Figure 95 on Page 166 of the Report
System Iowa Transition to Safety Shape Concrete Parapet Report Two Approach Guardrail Transitions for Concrete Safety Shape Barriers FHW A Acceptance Letter B-4 7 and B-4 7 A Adaptation See Figure 96 on Page 167 ofthe Report
On behalf of the Midwest States Pooled Fund Program MwRSF is requesting that the FHW A accept the use ofthe MGS stiffness transition utilizing an asymmetric W-to-thrie guardrail element for roadside use along Federal-aid highways middot
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
If you have any questions regarding the enclosed information or need any other in format ion please feel free to contact either Mr Rosenbaugh [(402) 472-9324 or srosenbaunlserveunledu] or Dr Faller [(402) 472-6864 or rfallerl unledu] at your earl iest convenience
Sincerely
Scott Rosenbaugh MSCE EIT Research Associate Engineer
Ronald K Faller PhD PE Research Assistant Professor
Enclosures ( I) two copies ofMwRSF research report no TRP-03-2 10-1 0 (2) one CD-ROM set documenting the full-scale crash test (3) one CD-ROM with electronic draw ing and PDF report fi les (4) one hard copy of CAD system drawings
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
0066 sec 01 12 sec 0240 sec 0330 sec 16-4
[50 rn] Tes1 Agency MwRSF Tes1 Number MWTSP-3 Dale I 0908 MAS H Tesl Designa1ion 3-20 Test An icle Stiffness Transition between MGS and
Thrie Beam Transition Tolal Length 87 ft - 6 in (26 7 m) Height to Top of Rail 3 1 in (787 mm) Key Components - S1eel W-Beam Guard rai l
Thickness 12 gauge (266 mm) Key Componen1s - S1ecl W-Beam 10 T lirie Beam T rans i1ion
Veh icle Slopping Distance 16 ft (49 m) DS of lmpacl Thickness I 0 gauge (342 mm)
4 1 ft ( 12 m) in front of the system Segmcnl Lcng lh 75 in ( 1905 mm)
Test Anicle Damage Moderale Key Components - Steel Thrie Beam
Test An icle DcOec1ions Thickness 12 gauge (266 mm)
Pcrmanenl Set 156 in (396 mm ) Key Components - Steel Posts
Dynamic 185 in (4 70 mm) Post Nos 3 - 15 72 in ( 1829 mm) long W6x9 (W I 52x134)
Working Widlh 398 in ( 10 11 mm) Post Nos 16 - 18 84 in (2 13-1 mm) long W6x 15 (W I 52x223)
Maximum Angular Displaccmenls Post Nos 19 - 2 1 295 in (752 mm) long W6x20 (W I 52x298)
Roll 69deg lt 75deg Post Spacing
Pilch -42deg lt 75deg Post Nos I - 8 19-21 75 in ( 1905 mm)
Yaw 6070 Posl Nos 8 - 12 16 - 19 371
2 in (953 mm) Impact Severity 606 kip-fl (822 kJ) gt 5 10 k ip-ft (69 7 kJ)
Pos1Nos 12- 16 18fin (476 mm) Transducer Data
Ty pe of Soil Grading 13 - AAS HTO M 147-65 Transducer MASHVehicle Evalua1ion Crileria
EDR-3 EDR-4 DTS Lim i1 Make and Model 2002 Kia Rio -2755 -2562 40Curb 2 399 lb ( 1088 kg) O IV Long i1udinal NA(-840) (-78 1) (122) Tcsl lnenial 2 394 lb ( 1086 kg) fls - 1705 $
Gross Slatic 2 59 1 lb ( I 175 kg) - 186 1 40(m s) Lateral NA s(-520) (-567) ( 122) Impact Concli1ions ~
ClSpeed 6 10 mph (982 kmh )
Longi1udinal -1 4 70 NA -1 370 2049ORA Angle 25 7 deg l C1gtg s lmpacl Localion 93i in (238 1 mm) US o f Posl No 9 O
Lalcral -576 NA -674 2049 0
Exit Condilions l
Speed 58 mph (94 km h) 30 12 nol ZoT HI V - fls (ms) - NA 0 C1gt(9 18) Angle 68 7 deg rcCJuircd ~g1101 Veh icle Stability Satis foc1ory l 3Pl lD - gs - NA 1425 O crshyreouired Exil Box Cri1erion NA Cgt C1gt nol Veh icle Damage Modcralc AS I I I I NA 11 3 shyrcCJuircd vDs 11 1- RFQ-5 Q rv
CDC1 0 l-RFEW2 1 Cgt
Cgt CgtFigure 79 Summary of Test Results and Sequential Photographs Test No MWTSP-3
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
iestAEICY -middotmiddot-middotmiddot middot-middotmiddot - ----middotmiddotmiddot middotmiddot-middotmiddot-middot middot-middotmiddot-- ------middot-- - _1w~ estNumber-- middot--- --- ---- - - - - middot------------ltIWT~P-2
Di2 ---- middot--- middot- --- -- --- - - ------middot-- - ----middot--middot---middotmiddot l7 03 ~middot1ASHe~t RsiDwC111bull __________ -middotmiddot- middotmiddot-- middot-middotmiddot--middot- - -middotmiddot-middotmiddot- 3-Jl iest~tlt _ ______________ Safbgt Ta=tioabEtwP-1lGgt=I
lbreBumTTllllitici Tampl~--------------middotmiddot-middotmiddot-middotmiddot middotmiddot-middot-middotmiddot bull bull 87 ft-d m( d7 l) ~wTopofm ______ - middotmiddot- middot--middot-- - -- 31 m (187mm) K-C~ -gtlfflW-Bam C-umbl
ThidDB~------middotmiddot _____________1 micront (166 mm)
Ke)middot CClilj)01IEIIS - gt11tl W-3umm lluie 3eIl Truwtilll -llitlaltss__ ----------middotmiddotmiddotmiddot-------- 10 pnt (3 4 wm) ~prlWImph-------- --- ---- -middot ~5ui(Lo05 =)
K- C~ - reel Thampe St3mTlddctssmiddot--- -------middot--middot--- - 1 ~t (166 wm)
Xemiddot c~ -lffl Posa Po2 NOS- - 15 middot----middot~ m (l89 mm) l~ 69 (115~H4)
Pot ~os JO- 1s ______it n (2IHmm)lon ~5 (WlS~3)
PogttNos 9-L_ __31 middot in (75 mm)lcm ltCO (il15~S)
PoiSpadnJ PcnNos l-819-l -middot--------- middot-middot 75n(l905an) Pool tos amp- 1 16- 19middot---------- -middot _ 31bull m (953 = gt PogtNos J - Id -- - - ---- --- middot--- - --middotm bullill (476 mm)
3)~afSol ---middotmiddot- ------middotmiddot -----middot 8dD3 - bull ASBTOi 147~5 ~
Make md gtfodl ------- ---middotmiddot _ Cbullgt Dodfun 1500 Qmdcall Cmb---- -middot---middotmiddot ------middot- - -middot- bull 5l3S lb a33H~) 1eii llenW---middot---middotmiddot----middot--middot-- -middot-middot- --middotmiddotmiddot- - 4993 lb C~d5 t~) G1o11mic ------ middot- - ---- ---middot - --- $lSS ib 0~i~)
lapla Coodilaw gtPffd ----middotmiddotmiddot--middot-middotmiddotmiddot-------middot-middot--middot--middotmiddotmiddot-middotmiddot 61 ~ aih (985 kmb)ADJibull------------ -middotmiddot --- ____ _ ________ 63 dti
lnpxt~-------middotmiddot-- ~5nOCSimn) UoPouNo 9 BctCcpounddom
==~~=======-======middot ~~~~h~~~~ci~ ehith ~arJimiddot-- _middot----- --- -middotmiddot----middot---- bull Sltllbctxy EatlatCtnerJ bull- -middot-middot----- ---- - ---middot - -middot- middot----middot-middotmiddotmiddot---- bull~sed ehicJernm__ middotmiddot------- -- -middot--middot-middotmiddot- middotmiddot-middotmiddot----middotmiddot---- -oampna
middotDS --- ---------- -----middot-- -----1-RFQ-5CDC-------middot--------middotmiddot-----middot----------01-RFEW
II ( )
------ --~ 63 fl (SO~ Ill) D oIalut 3 ~ ( 3 3 i) LlHllly Bt=d Iha S)tlm
TestAmde D=gemiddot-middotmiddot--middotmiddot -middotmiddot middot----middotmiddot--middotmiddot-middot _ ___lodtrnt Tesr An~ De1het=
Pelmnmt Se middotmiddot shy _ ~ n (654 mm) h-nmk middot---middot 31S n (S33 = ~W1dll bull middotmiddot-middot- - 51d in (l310 am)
13Iimum middotdeg=-Uv OLltpic~
Roll---middotmiddot -- - - middotmiddotmiddotmiddotmiddotmiddot - 13bull 15bull Pudi - -- -middot- middot-- -middotmiddotmiddotmiddot -middotmiddot --middotmiddot 10 75 lllW bullbullbull -middot-middotmiddotmiddot-middotmiddotmiddotSl
llilp3n ~-ny i~ sy-i (1119 kJ) 106ltip-ft (144 kl) Tl1Ulldaca Om
11m11011Cmcl
OIV lDoprudJJl ftmiddots
(llB) L3tml
D- -121 r~-lltll -l~91
r-~J5)
T=dura DR-4
~
~A
DIgt
MA
NA
VLH l=t
-10 rhl
40 Cll2l
OPA fs
lcupiudlll
Lltml
- ] o
-lS1
~o
lA
NA
~
- OA9
- OAl
THIV-fts (ms) - A NA COi nau=ltI
PHD - fs A NA tlOI
r1lnltI
ASl 0 91 ~ A NA llOI r mgtltt
- t7 - ------
gure 64 Summ-uy of Te1 Results and Sequemiil Photographs Test No MVTSP-2 fi
0000 sec 0072 sec 0184 sec 0246 sec
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
4 S_Poces
375 r953J= -4------shy150 75 (1905)=525 (13335) ------1
[3810]
18 17 1615141312 11 10 9 8
Soil- shy
6 5 4 3 Impact of 1 lOOC Vehicle 18 34 r476)downstream of centerline of post i
2
PLAN VIEW
6 3 6-3 12 6 12-6 [1905) [1905) 12-6 12 -6 25- o r38lO) (38101 Thrie Asymmetrical r3810) [3810) [7620)
MGS W-Beom Section ----18 TTwo Nesled 110-gougr MGSdeg W-Beom MGS W-Beom I 12-gOUCJeThne 12_au~ction Thrie 1~e_i~u~~ctionsr12~gi~n f~i~i ~~~~e 1~=-~~~~e1 End Section -gouge Transition
F C A1 G~ 171~ ~ I bullIll bullbull 1 =
I W6xB5 (W152x 126)
teel Posts 72 18291 Ion~ with BCT POsts in 6 (18291x12x14 1 4 long (galvanized) founclotion
w6x85 cw152x1X61 152x305x 62] tubes ground line strutW6x15 (W152x223l Steel Posts 72 1829) tlockouts and 11CT coble anchorSteel Posts 84 [2134) n_g with 6x1 ix1
n_g_ with 6x8l 19 152x305x483j Timber 152x203x483J ~lockouts
W6x 15 ( 152x223] ~mber Blackouts teel rost 84 SHED2134 long with ELEVATION VIEW
1 of 20x8x1 MWT Standard Post -lbullbullbull152x203x3B1) Timber CVTE ~ lockout Vpc System Layout 1122201
W6x20 [ 152x29B]Steel Bndqe Posts ~
ith W6x15 EMARJT152x223] Steel Midwest Roatjside l llNG NAME 1 110 RfV DYr Iblockouts Safety FOCI lity ~-SP-3_RJ orgt 1n[mmJ flk
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
2 Spaces 75 [1905] 3 Spaces 375 r953] 9-4 12 [2857]
Soil
4 Spaces 1875 [4761
= 6-3 [1 903]
Spaces 375 r953] 9 -4 12 [2857]
21 20 19 18 17 16 15 14 13 12 11 10 9 3 1
Br idge Cop Roil Cop Roil Cop Roil Terminator
(788]
Asymmetrical to-Gouge
W6x20 rw152x298]Steel Posts witn 6x 15
~teel
6x15 SltcT
Wl 52x2~1J Ste~I 2 ol 20MWT Standard Post~osts 84 2134 n~ with x8is 1 [)ITE
152x203x483J Transition Detail 1122201 ~1mber Blackouts CRAWN -BY
Midwest Roadside IEMARJT I Safety Facility ~~-3-3 [ SCAIpound 10 REV BY
S ln(rrm)~
12 Gouge Thrie Beam 12-6 ----1-----
2 Nested 12 Gouge Thrie Beam
12- 6 [ 3810)
12-Gouge Thrie Beam
6-3
W-Beom to Thrie Beam Transition
6-3
Br idge
W1 52x223]Blackouts
(3810)
~ 6x15
W152x223l teel ~ost S4 2 134 Ion
with x8x 1 ~ r 152x203x381]iimber Blackout
[ 1905) (1905] gtltgt
W6x85 [Wl 52x 16) Steel Posts 7f r 1829 long ~ith 6x 12x19 [152x 5x483J Timber Blackouts _______~~ ~mber Blackout
W6x85 [152x126] teeI fost 72 1829 lonl with x 12x 4 1 4 152x305x 62]
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
6 316 J[157]
I gt----shy
~
I OI
Cgt19 1 $16
[5
[ 0
Cgt
~ I
PLAN VIEW
67[22vr3)
37 1~2middot (95 lr R3Bx2 12 [ 10x64) Slots (Typ)
r R12x1 14 [12x32) Slots Typ) ~
I I o
01I 01
o I I
~
10 gouge Section
ECTION J - J CALE 1 12 62 1(e2 ~23~62 I 15 B
ELEVATION VIEW
37 1f (95 l
5 1v16 [1 1I
~
0
~ Cgt
~
4 l(4(1 7)
12 516 [3f3]I I
_-I I o
I Cgt
I ~
I
SECTION 1-1I SCALE 1 1I I
l-1
l 0MWT Standard Post ~
Asymmetrical W-Beom 1112201to Thrie Beam Transition Roil Section Detail DlAW 81~
Midwest Roadside_ ______~---+-__ Safety Facility _WI(_bullbull_ bullbull SCA[ orv - ~ (-)~
shy
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
bullbullbull
92 7 8 _ _ _______ (2J59]
I
I I
H I I 1)---0I I I LJ Post 2
PLAN VIEW
ELEVATION VIEW
END RAIL DETAIL
DETAIL H SCALE 1 15
1 bull 11 w
ELEVATION VIEW
SPLICE DETAIL
gtltID
cl 20
degl[
MWT Standard Post
Splice Detail 1121101End Roil Detail
ou11111Midwest RoadsideSafety Facility r_=-- ---- =- -shyc--- -==middot 1----1
W-1-SP- lJlJ S ft)~
1 bull 1 w
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
__J_ 7 18 [ 1B1 J
[19]
ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 3-9 POST 10-15 W6x85 W6xB5
[w~~~x1 ~6] [W~~~x11~6]1SHttT
of 20MWT Standard Past Ql(Posts 3- 15
Details 1122201
Midwest Roadside Safety Facility r_ =-------====---==-f-=--J=-
1-SP-JJll middot tnfmn) ~
I PLAN VIEW
1316
H 5
[148]
cent14 [SJ r
(305]
L PLAN VIEW
6 7 bull --j152l_i_(1829]
14 4middot [1B1J [362]YE11smiddot L cent34
[19] I 1 34 r C44J
ELEVATION VIEW
BLOCK OUT Past 3 - 9 Part a2
bullbull
I PLAN VIEW
1 bull I 34 [19][2~1 H
7 58 [ 114]
tJ34(Typ)
1 bull [25]
cent14[SJ
5 1316 c148J
7 [1829] cent 34(Typ)
7 58[114]
[ 19]
4 14 [ 108]
ELEVATION VIEW
BLOCKOUT Post 10-15
Port o3
6 --j152jshy
1r [305 ]
L PLAN VIEW
~ 1 34 bull I [44J
bullbull
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
2- 7
1 Tllf
t----+-f-L
( 1016]
SECTION A-A Post J-9
J bull
~ -------11--+---1~ 1
( 10 16]
SECTION B-B Past 10
4 bull (1 016]
SECTION C-C Post 11 - 15
Midwest Roadside Sofety F ocility
SgtC[J
MWT Standard Post bull ol 20
Posts 3 - 15 Octails with Roil
1122201
DAAwtt Em
hoocc-Hi_ii------r==degbull~1---- J WT-~-JJU k(-J r~1
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
7 58 [ 1g41
cent34 Typ)(19]
cent34Typ) (19]
I I PLAN VIEW
PLAN VIEW
smiddot H smiddot 1 34(1 52]~ 1 34
1441 I I11s21 [44]
smiddot Bridge Cqp I 11 (152] Roil Terminal
4bull [ 102]
smiddotJ_H 115217 58pg4] 5middot []
[ 203]
~ PLAN VIEWcent34Typ)
(19] 1 34
(44]
54middot 54middot [2134] f~f yrr Ii I I I (2134]
(483]
l LJ- 034rypJ 55 Vc8 i i I [19] 55 1 8 (14 OJ [1 4clOJ
ELEVATION VIEW
BLOCKOlJT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW POST 17
SECTION 0-0 W6x15
ELEVATION VIEW PROFILE VIEW
POST 16 SECTION E-E W6x 15 (w~~~middot~pl
(W~~~x2f~3) 7 of 20MWT Standard Post D4Tt
Posts 16 amp 17 lt22101Detail
-Br IMMidwest Roadside - lV 111
_sP-JJUSafety Facility SCALI 120
middot h() ~I
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
ELEVATION
I PLAN VIEW
1 34 4bull [ 44] [10 2)
31 18 [79b ) [middot~~~~~~~~ I
~34 [ 19 )
19 18 17 (Typ)
PlAN VIEW
poundLEVATION VIEW
BLOCKOUT Post 16
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port r5
ELEVATION VIEW
3 3 4 (95)
IJ3 4 Typ ) [ 19 ]
6
l ~H 8bull [illbull(203) bull
I
55 18 [1 4cl0]
CAP RAIL DETAILS
Midwest Sof ety
Roadside Fac ility
MWT Standard Post
6=-------=-=---1- ~ bull iCMJgt deg
~ ~ 1-1
1Ut
I ol 20
deg U22201
CRMrH BY
-==CllAM~--1 OlV amp1
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
J (76)
J bull (788)
J (76)
1 [254)
L 10middot
1 bull [ 254)
L
bullbull
-+--1Zfl
1J l15middot (J46J
_J
bullbullbull 1p~)bullbullbullbull
~)bullbullbullbullbullbullbullbull
TOP VIEW
[254) PROFILE VIEW
WITH GUARDRAIL ELEVATION VIEW
lOMWT Standard Post
Bridge Rail Details
Midwest Roadside ~_-- = Safety Faci lity 1--= ----Tscumiddot ---tlllV--_-1 ~ it-l~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
bullbull
bullbull bullbull
PROFILE VIEW
-l [16 52] l shy
l ~ W6x15~middot [W152x223] [152)
L PLAN lll(W
cent34 [19] Thru one flange
7 i8 (194)
034 f 19]
Thru both ELEVATION VIEW flanges
Steel Blackout Part c4
29 1111[752)
4~~6~1 ~ 2 [51] [ 102) 4bull
2middot [102)(51)
01 18 14 1 [Wmiddotr~-----
14 (32) Plate PLAN VIEW
Connector Plate Part c6
1 34 (44)
Ill Ill (152] llU
+-- -+-o m o 1111 bullbull7 ) 8 Ml[ 194) bullbull
8 L- -+-oUI
lllf nl
1
111
1111 1111
6J6a[ 17]
1 -l c1i31 1shyPLAN VIEW
1 7 8 [47)
cent34 [19]
0 3 4 [1 9)
W6x20 (WI 52x298]
ELEVATION VIEW PROFILE VIEW
Steel Post Part c5
10 Cit 20
OTt
MWT Standard Post
Bridge Rail Oetails bullt12tOl
~ BY
Midwest Roadside 1-=-----------~--~ Safety Facility L ~ bull
UWTmiddotSlmiddot)JU bull (- I W
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
155 [3937]
c J
2 34 [70]
68 4 141 781 ~p iL(1727] cicl81 I
J I I l = middot middot [701= I I a V
I 00
00 r--ci2E 034xlt Slot 2 1 2 034xrs1at[19x51J (64] [f9x51J
Bridg~8of Roil1 5 [C~~~middotls 1]
3 f21 516 [8l]
[l3J ~~~~~~~~~~~~ 1 34
00 00 00
00 00 co 1 58 b8 (64] [41 ]2 12 ---+shy [44]
3 516[B4J f-- 10 112middot -l
I [2671 I
-ii-- 26 3(4 ~~ ~~ t~~~~3jr Bridge Cap Rail Bridqe Cap Rail
Bridge Ccf8x~~il5Tronsition Terminator Terminator Tube Part b7
[c~~~middot s 1]
Sgttm 11 oC 20MWT Standard Post
deg Bridge Rail Oetoilbull 1112201
~lIT
Midwest Roadside ~ l~ISafety Facility I-_ ~1J~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
I lNJ I A 11 1
I- 9bull (229]
[3~) 2 [57)
I 18 (29)
r6-i~ 5 (8) I I I I 2 cUf
cent34x I 58 Slot [ 19x41)
3 I Mf 3 168
[7 I 2middot
[51) 1 916
[40)2middot
(51)
cent34[19)
[ 159)6rf42[64]
-r-H 1 916
[40)
112middotL
ii 38 -ir- ( 10) 3 18
[7l) 4 3 4 [1 11)
Bent Plf e C~nnecor L 6 1 4x9 x3Le C~ Roil Angle
L 3 1 x3 12 5 16[L 1 9x229x10jPort b3 L 89xll9x8J
Port b4
3 8
i~ bull [ 10) 1=== =====0112middot
T38
L [10)T
1 112middot 14 1 11~1 6
[4 J
0 00 s ~5middot 2 1 2 cent34(1YP) [1 9) [64) I
[ 19 ) 0 lo o1 cent314x 1 5 8 Slot [19x4 1)
Sp~~~ ~te Bridge Cop Roil Term1nolor Plate
Port b8 siur
1 20MWT Standard Post Qi1[
Bridge Roil Oetoils 1122ZltH
iiiiiNir
Midwest RoadsideI ~ I Safety Faci lity--gtJIJ ~ 1-1er_
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
TS 8x6x01875 (TS 203x152x47] mrr t]j
PLAN VIEW
PLAN VIEW 5 12 [140]
4 2 34 1middot [ 102] [7b]
[25] 7 f8 [111)
034[19]
[432)
23 80 [SOS) 4 bull
( 1168)
7 bull [ 1829)
034[19)
02 12 (64)
078[22]
ELEVATION VIEW PROFILE VIEW
deg ELEVATION VIEW PROFILE VIEW ll of 20MWT Standard Post ComBCT Timber Posts ampFoundation Tube 1122201Foundation Tube Detail Part bl
Midwest Roadside Safety Facility h-=-__ --JU -- -rwu=middot--__ - -- -t-__--
bullbullmiddot ~~ r-1~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
aomiddot [2032)
somiddot [ 1270)
lttgtl4bull (191) (6x19) Coble ltIgt 1 bull f25l Heavy Hex Nut AJ25
BCT Anchor Coble (FCAOll Port di
PROFILE VIEW
ssmiddotI I [ 16 )
~ ELEVATION VIEW
Anchor Co~te BeJring PloleFP801 nrt d
of OMWT Standard Post
BCT Anchor Coble Deloil
Midwest Roadside b-----1r~~-o10jlt - 110VYSafety Facility owc_JU ot-1 ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
n8[211or
5~~R516(14deg0] C5J J-- R716x2 16
(406] 316 ~11]
c=n [5]
4bull ~j ~f===o===o===o=_ __l=l[102)
Yoke Detail
3 C6x82 R1 r (76~
r[C152x122] (25] ~
_________J___ _______~J [ 1~2] 67
[ 1702]
Strut Detail
75bull [1905]
78 Tj~ (1981]
ELEVATION VIEW
Ground Strut Part cl
0 0 0
2middot [51) 2middot
(51]
I ~~5 ~8middot
(1 3]
a a a a -~
(25] Part c2
Anchor Bracket
38-n-- c101
~ ~ 1 18
(29]
Archor Brocket Bearing Plate
raquoen 1~ ol toMWT St andard Post
Ground Strut amp Anchor Bracket Oetoils
Midwest Roadside~-~----~~--1--~Safety Facility -~-~ SCOU middot
middot 041]~ shy
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
(412]i 6 3t9Uf j 162 12 ----------ishyim~=~~~~J ll tlr _ (1 Mbullobull
Port d4 DETAIL M SCALE 1 15
4bull (Typ)H [1021
RJ(2x1 14 Slot (Typ) l 3x32]
g 0 0 0
312 12 - ---------- ------(793]
u 3I 4 bull ------l i--- 111111 I
---1-v___ 93bull [2362] -----
25bull (7620) MGS W-Beom End Section 12 gougePort d3 ~34x2 12
Slots (Typ)
- 10 f--shy
MWT Standard Post D41t
Roil Section Details 1122lOll
~
Midwest Roadsidehooo=-=-------deg_ALCt1 Safety Facility __JU 1 ~
1 1 shy
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
67 vr 3(4 (Typ)rI~ 7 l
cent134bull~ 12 Slot (19bull64
6-3 ( 1905) Thrie Beom Section 12 gouge 14 ~~~ agoclng
162 1~2middot (41 2 l o--
II i I16 3t4bull (Typ) I I bull(bull~ ~olt CT)(47 l [ 9bull64
12-6 [3610) ~rie Beem Section 12 gouge 1 4 ~~~ ~~acing
I
bull I ~ SECTION 0-0
+ iTJ Midwest Roadside
Safety Facility
SHW 17 or 20MWT Standard Post ___ DTt
Roil Section Octoils 1122011
~
-- NV Bf~ l~ UWT-SP-lJU lr[rtftl) rampI
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hordwore Guide
al gt - gt Ll=gt~gtJ W-tleam to lhroe-tleam 1 10 gauge MSHTO M180 Transition Section -a2 7 6x12x14 14 [ 152x305x362) Blockoul SYP Grade No 1 or better -
lOSt aJ 6 l~~~l1bullsmiddot ~ 11nxvX4tl)J tllOCkOUI SYP Grade No1 or better -a4 2 ~~~llf l igtltXJV1X4tl)J tl lOCkOUI - lOSI SYP Grode No1 or better -
~~ox 1gt [ 1adgtvaX)tl1 J tllockOUI lOSI o5 1 SYP Grode No1 or better -bl 2 72 [ 1829) Foundation Tube A500 Grade B PTE05
b2 2 BCT Timber Post - MGS Height SYP Grode No 1 or better POF01
6 bJ 2 Bjdge cg ~oil Bent Plot Connector A36 Steel 1 4x9x3 bull 15gx229x95 -b4 6 ~r ~~gf1gP re0glxesect127~9f 1 ~X) A36 Steel -bS 1 Bridge Cop Roil C8x115 [C20Jx171) A36 Steel -b6 1 Bridge Cop Roil CBxl 15 [C203x17 1) A36 Steel -
Bridge C9p Roil Termfator Tube J 12x3 b7 1 A36 Steel 12x14 [89x89x64 -b8 1 r~~i~~~J~r~re ~bull4 bull~bull A36 Steel -b9 1 Bdge CoP jl~I Slfi lice Plotj 5 A36 Steel 7 Bx 1 JxJ78 14 x330x95 -c l 1 Strut ond Yoko Assembly A36 Steel PFP01
c2 1 Anchor Brockel A36 Steel FPA01
c3 3 l~ -~ gt~lUJ l hroe tleom gtechon - 12 gouge MSHTO M180 2 Pos SDocina -c4 3 W6x15 [W152x22J) Steel Bridge Blackout A36 Steel -c5 3 W6x20 [W152x298) Steel Bridge Post A36 Steel -c6 3 t~~~~tor17atel gtUgtXgtooxgt~J tlrCge 1op A36 Steel -dl 1 BCT Anchor Coble 6 [ 1829) Long 6x19 Coble FCA01
oxoxto L2UgtXpoundUlxlgt~J Menor tleormg d2 1 A36 Steel FPB01 Plate dJ 1 25 (7620) W- Beom MGS End Sect ion 12 gouge MSHTO M180 -d4 2 12 -6 (3810) W-Bcom MGS Section 12 gouge MSHTO M180 -dS 1 b -gt ~i~rnef lhroe ceam secuon - I 12 gauge MSHTO M180 Post S ocin -d6 1 ~ gt L~UJ uux b [ lgtZJ long ASTM ASJ Grode B Schedule 40 Hale insert FMM02
ltHDgt
MWT Standard Post 18 20 -~TC
Bill of Materials +~ ll2220 1C
Midwest Roadside
DJll10 NAML Safety Faci lity middot 111 WT - SP- lJU ITS krnlI) ~- ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Deocriplion Material Spec Hardware Guide
el 20 lDio [25) Flot Wosher Grode 5 FWC24o
e2 20 lDio [ 25] Heavy Hex Nut Grode 5 A325 or A441 Substitute
e3 16 1degDio [ 25] Threaded Rod Grode A307 -
e4 116 560io [159] Flot Wosher Grode 5 -e5 42 560io x 2 [M16x51) long Hex Head Boll Grode 5 FBX16o
e6 54 58Dio [159) Hex Nut Grode 5 A325 or A44g Substitute
e7 2 5BOio x 5bull [M16x127] long Hex Head Boll Gr ode 5 FBX16o
e6 4 780io [222] Flot Wosher Grode 5 FWC22o
e9 2 76Dio [222] Hex Nut Grode 5 FBX22o
elO 2 76Dio x 7 12 [M22x191) long Hex Head Boll Grode 5 FBX22o
e l 1 2 560io x 10bull [M16x254) long Hex Head Boll Grode 5 FBX16o
e12 6 56Dio x 1 12 [M16x36 l) long Hex Head Bolt Grode 5 FBX16o
e13 6 580io x 10 middot [Ml6x254) long Guardrail Boll Grode A307 FBB03
e14 16 56Dio x 14bull [M16x356) long Guardrail Boll Grode A307 FBB06
e15 6 160 Double Head Nail - -e6 66 56Dio x 1 12 [M16x36) Guardrail Boll Grode A307 FBBOl
e17 92 560io [159) Guardrail Nut Grode 5 -11 7 lgtx65 [W152x126j 72 [ 1829] long - Post Nos 3shy A36 Steel -12 6 f8~-~ LW1gt2x1lbJ a [ 1tllIJ long tosl Nos A36 Steel -13 1 W6x15 [W152x223) 64 [2134] long - Pobullt No 16 A36 Steel -14 1 W6x15 [Wl 52x223] 64 [ 2134) long - Post No 17 A36 Stoel -15 1 W6x15 [W152x223) 64 [2134] long - Post No 16 A36 Steel -
lKU
+~ MWT
Bill of
Standard
Materials
Post 11 cl 20 __ 1121JOlC
~
Midwest Safety
Roadside Facility OW0 1-C
tef-SP-JJU ~-) REY ft
~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
MWT Standard Past
Isometric System View
shy degtigt WTtpJJlJ middot MfnnJ
f=-=-------r~~-+
SHID 20 ol
deg 11U201
~
=c--1Midwest Roadside Safety Facility
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
-------- 7 Spaces 0 75 (1905)a525 (13335) -----~
6
16 34 (476)
6 5 4 3 2 Impact of 1100C Vehicle 16 34 [476)downstream of centerline of post i
PLAN VIEW
~ 16 J 6-3
12-6 J2- 6 119o5J (19051 12-6 12-6 36lO) LJ610l Thrie Asymmetrical [36101 [36101
Two Nesled jfO-goug MG~ W-Seom MGS W-Efeam I
1 Section SectionThroe eom sect1anThrie Beam sections Beorn w- beomr12- gouge 12_gouge Sect ion to Thric 12-gouge 12-gauge
l 2- gauge Transition f c -i71~ -i ~
bullbull bull
W6x65 tccl f
bull
[Wl 52xJ 26) osts 72
1629 Ion~ (filh x 12x 4 1 4 long (galvanized) foundation
w6x65 cw152xJX61 152x305x 62)W6x15 [W152x~2Jl Steel Posts 72 tl29) ~lockouls ~i~emiddot~c~rcgtcab~e ng~c~~1bull Steel Posts 64 L2134) n_g with 6x11x1
n_g_ with 6x6~ 19 152x305x463j Timbcr 152x203x463J ~ lockouts
W6x15 (152x223) ~mber Blackouts teel Post 64bull 21341 long with ELEVATION VIEW deg I of 70x6x15
MWT Standard Post152x203x361J Timber~ lockout System Layout
W6x20 [ 152x296) Steel Brodfe Posts with W6x1 r152x223 Steel Midwest Roadside1-=~~------===--+------1Blockouts Safety Facility owe_ SCllpound middot (~) ~
BCT PobullIbull in 6 (18291
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
10 21 20 18
6x20 W152x298)~teel Bridge
Posts witli 6x15
W152x223)~teel Blockouls
6x15 W152x2~~ Ste~~osts 84 2 134 n_s with x8~ 1
152x203x483J~mber Blockouls
17 16 15 14 13 12 11 9
6x85 ( 152x 126) teeI fost 72
W6x65 [t11(J2x 1~6 Steel 1629 lonpoundi Ytith Posts 7i 1629 long ~ilh x12x 4 1 4 6x12x19 [ 52x 5x48lJ 152x305x 62) Timber Blockouts -------------~ ~mber Blockoul
20MWT Standard Post
Transi tion Detail
Midwest Roadside Sof ety Foci lity 1-owc=------~- 1- - deg--- ----l __ ] ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
6 316 J(157]
I- ~
0
Cgt19 1 16
(5
L0
O I
I ~
ECTION J-J CALpound 1 12
PLAN VIEW
37 ~2 [9 JrR3Bx2 12 [ 10x64] Slats (Typ)
R12x1 14 [12x32] Slats (Typ) ~
I I 0
0 1
I OI
OI
I ~
10- gauge Section
[_i23u2middot I 62 ~2 15 B
ELEVATION VIEW
[95 J
5 1v15middot[1 1)
~
0
0~ -
4 bf4[1 7)
11 ~
Cgt
0
Cgt
I I
I I
L_
-
-
12 516 [313]
SECTION 1-1 SCALE 1 1
J 20
0-1(
MWT Standard Post
Asymmetrical W-Beam llU101 ta Thrie Beam Transition Rail Section Detail
Midwest Roadside i--~~-------=--+----1 Safety Facility SCAlpound
0 middot
- - Sl-JJU () ~
SgtCD
shy
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
bullbull bull
PLAN VIEW
92 ~smiddot [23 9)
2I 24 6
l (63 I
i i i I I I
M I I II I I I I I I II I
I I I I I
I LlJ
I Il Yeuro) I
I I I I I
LJ I
L J Post Post 2
ELEVATION VIEW
ENO RAIL DETAIL
ira Midwest RoadsideDETAIL H
SCALE I 15 Safety Facility
bullbullbull LlJ
ELEVATION VIEW
SPLICE DETAIL
IHltT MWT Standard Post
Splice Detail End Rail Detail
DM1UT
XML ~ Im
llWf-1-gtJU Si ft(I) ~ -
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
I I PLAN VIEW PLAN VIEW
7
[19]lttgt3f4(Typ)
1316 ~ y~ H s 1316[ 146]H
5 1--L (148]
7 16 -i 152f-6
r [1B1] lttgtl4 If bullr lttgtl4[SJ 58 [SJ(305] [ 194] [305] _LL
PLAN VIEW PLAN VIEW
f-1 34
lr I [441smiddot 7 7 -j152f-_L lttgt34(Typ)[1629][1629] (19]
1~110middot14 4middot 1111] 7 5 6(483](36]
l (194]
L lttgt34 [ 19]
4 14 t- pound44J I 1 34
[ 106]
ELEVATION VIEWELEVATION VIEW
BLOCKOUT Post 10-15BLOCKOUT Part a3Post 3-9
Part a2 ELEVATION VIEW PROFILE VIEW ELEVATION VIEW PROFILE VIEW
POST 10- 15POST 3-9 W6x85W6x85 (W~~~x1 ~6]cw~~tW6J 1SMUT
MWT Standard Post of 20
Posts 3-15 Details
Midwest Roadside =iz =-___Sofety FociIi ty r-=-1 c--------~ middotdeg middot middot ~middot- _
_sP-J_IU 1l(rmt ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
2- 7
i r16~3-_middot~~--tt--+-_
SECTION A-A Post 3~9
1[1016)
3 bull
~r--~~~-t-------- 1[1016)
l( 813)
4 bull (1016)
SECTION 8 - 8 SECTION C- C Post 10 Post 11 -15
I of 20 MWf Standard Post yt
Posts 3-15 Details 1122201with Roil
Midwest Roadside Sofety Foci lity r- -----~scou--1-----_-JtJ - -
nC-J v
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
7 58 [114)
034(Typ)[19)
03 4 (Typ) [1 9)
~J I___
I
I PLAN VIEW
6 5middot H [152Jt-fl 1 34 I t1521
I II [441
4 [102)
7 58[114]
034(Typ) [19)
ELEVATION VIEW PROFILE VIEW
SECTION 0 POST 16
W6x15 (W~~~x~~3)
1
84 [2134)
55 8[HClO)
I PLAN VIEW
1 34 [44) 6
[152) Bridge CjpRoil Terminate
6L_H c1521
28 J 5middot nn 8(7_l[ 203) LJiJ
shyPLAN VIEW
4 18 [105) 84
(2134)
034(Typ) [ 19) 55 8
[HOO]ELEVATION VIEW
BLOCKOUT Post 16 amp Post 17
Port o4
ELEVATION VIEW PROFILE VIEW
POST 17 0 W6x15
SECTION E-E(W~~~x~pJ HIT
MWT Standard Post 20
m+ Hr Posts 16 amp 17 Oetoil
DRt-lffi
Midwest Roa~side - -c ~ j Safety Fac1hty __JU middot1-1 w-1
1112101
shy
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
I PLAN VIEW
19 18 17
034[ 19)(Typ)
ELEVATION
31 18[79b)
4bull [102)
PLAN VIEW
ELEVATION VIEW
BLOCKOUT Post 18
VIEW PROFILE VIEW Port o5
POST 18 W6x15 Port f5
SECTION F- FELEVATION VIEW
3 34 (95)
034 (Typ) [ 19)
6
[1~H 8 [][2~
55 18 [1400)
CAP RAL OETAILS
~ Midwest Roo~sidel
Safety Facility
MWT Stondord Post
Cop Roil Hardware Details Post 18 Dctoil
_ [ ~__JU 11
gterrmiddot bull 20
rt
1122101
_
1 I w
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
3 [76)
3 [788)
3 [76]
TOP VIEW
----12f l
b5
7 )8 13 ~8[194) [346)
1-----1 _l Ill ~a
38 [95] 1111 ~a1 14 11a
[32] ~a
1 1 [ 254) [254)
L L10 [254]
PROFILE VIEW WITH GUARDRAIL ELEVATION VIEW
MWT Standard Post
Bridge Roil Details
SHEET
O of 20
~Tr
1122201
DRAWN BY
CJIARJTMidwest Roadside 1--~~~~~~~~~~~--+~~--1
Safety Faci lity OWG NAME RtV Ill
MWT-SP-JJU lltgt[mm) ~SKl
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
6 -I [152) tshyr =rwn~~k~3)
[152]_L
PLAN Vl[W
034 ~-mi-- -fr191 Thru one [76]flonge 1 o-+--r
bull 7 )B (1 94] ~ bull1
(1 0-+--shybull1 034[____ 1 bull r191
lhru both PROFILE VIEW ELEVATION VIEW flonges
Steel Blackout Port c4
0 1 18
~
d~~J ~ 4bull2middot [ 51] [ 102) 4bull
2 (102 )[51]
PLAN VIEW
ConibullAocJlote
6JiI6[ 157 )
L 6 I-l [ 153) rshyPLAN VIEW
2 12 (64)
1 34 1 78 [44] (47]
[152)
0 34
Ill Ill Ill Ill
0 lld lld
uabullbull 11 11
nu 111 m1 m1
1111 1111 1111 11 11illlbullbulld11 an 1111 1111 1111 1111
+--- ( 19]
7 ) 8 [ 194)
6 ~--i-vm29 [ 752)
034 [ 19)
W6x20 (WI 52x296)
ELEVATION VIEW PROFILE VIEW
Steel Post Port c5
MWT Standard Post 10 deg 20
Bridge Rail Oetoils
Midwest Roadside h=-bull------- u--1iii1oiulSafety Facility __- middotr~1 ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
155 [3937]
I J
4 bull 2 34 4 1 4 4 141 781 [70) 68 bull [168] 70 34 c16ai I
1 11 [1727 ] 2 34 1-------== (1717)[70)
r[00
00 [2E_ cent31 4 xZ Slot 2 1 2 cent34xZSlot [19x51j [64] [19x51j
Bridgt8~of5Roil1[C~~~xs1)
3 12 1 516 [89)
[S3] ~~~~~~~~~~~~ 1 3 4
(44) 2 1 2 ___
1 5 8 b8 (64) (41]
f--- 10 1 2 ~ I [267] I
( 1118 44bull I ---v- 2~6~6f - p~r
t i ~ ~ Bridge Cop Roil Bridqe Cop Roil
Bridge c1f8x~~i~5Transition Terminator Terminator Tube Port b7
[c~~~x s 1]
11 of 20MWT Standard Post QtTC
Bridge Roil Details 11ll201 ~ ~
Midwest Roadside deg _ Safety Facility 1~~iu l 1~1 l~I~1
shy
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
I- 9bull (229]
[31) 2 [ 57)
(1134x 1 58 Slot [ 19x41]
3 112middot 18 (89] 3 [79]
2 1 18(51]
(29)1 916 (40]
2middot
2 12middot(64]
r-tt 1 916
[40)
[ i 9x41]
-t-1-t-1-i-I+I
034x 1 58 Slot [51)
034 6 rr4middot [19] [159] r6L -+ (8] 2 12middot _11- 38 [64J
[10] 3 18(79) 4 34
(1 ll]8[~ PJotica~gcctor CpJ Roil Anglo
L 3 1Xx3 1211 5 16 Port b3
[L 19x229x1ltW [L 89x9x8jPart b4
LI384 12
[10) =f ==== = = = 38
L (10)T
1 112middot 14 1 11516
[4 J
C) C) C)5 fsB 2 12
034(lYP) (1 9) (64) I
[ 19) a loo1 034 x 1 58 Slot
(19x41]
Sp~~~ ~~te Bridge Cop Roil Termonotor Plotc
Port bB wn 12 20MWT Standard Post DiTC
Bridge Roil Octoils+ ar 11U 20
- Midwest RoadsideI ( 1RlV I
Safety Facility degdegJU r-i ~1
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
rr TS 8x6x0 1875 [lS 203x152x47) I 00
PLAN VIEW
ELEVATION VIEW PROFILE VIEW
Sgtlt([T
ELEVATION VIEW PROFILE VIEW tJ of 20
DUpound
MWT Standard Post
BCT Timber Posts ampfoundation Tube 1122201 Foundation Tube Detail Port bl DR4lrr
Midwest Roadside 1=------r= ---t- --1Safety Facility IMC middot scou middot
llT- SP-gtJll bull () ~
PLAN VIEW 5 112middot (140]
4bull 2 34 [102) [70)
[25] 7 f8 [111)
~34 [19]
23 8 [601]
4 bull [1168)
7 bull [1829]
~34[19]
~2 12 [64]
~78 [22]
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
somiddot (2032)
somiddot [ 1270]
DETAIL K
smiddot (127]
SCALE 1 5
034 [191) (6bull19) Coble 01 bull r2Sl Heavy Hex Nut 325
BCT ~char Coble FCA01) art di
(2~3~- II 58r (16]j0 1 18~ (29]
(203]
I ~ PROFILE VIEW ELEVATION VIEW
Anchor Co~le BeJring PlatefPB01 art d
MWT Standard Post
BCT Anchor Coble Detail
Mid west Roods i de -------ru-c-ro-ft--i Safely F ocility -_~JU ~~ =1
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
MB[21i1i1
~ R5165 112bull ( 140) (BJ
16R716x2 (406]
316 ~11 ][ 5)
~ 4 ~j ~ =~=l====o===o==_ --ll
[102)
Yoke Detail
C6xB2 r[C152x122]
Rl [25)
3r [76~ ~
67 [ 1702)
Strut Detail
~ [bullgt]=~~~~~ PlAN VIEW 316 (47
75 [lj~5)IT Tj (1981 )
ELEVATION VIEW
Ground Strut Port cl
2 (51) [51)
2 ~ 5( ~k~---34
_---y Anchor Brocket 125)
Port c2
-ir-- 3B c101
~ ~1 1B
(29)
Anchor Brocket Bearing Plate
1~ 20MWT Standard Post 0-Tt
Ground Strut amp Anchor Brocket Details
Midwest Roadside Safety Facility =ooc~ - -_- -- om -=--- = middot--1-~
11- SP-3)U middot ft(mon) ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
37 12 [953)
6 14 [ 1)91
162 12 -- shy - -----1( 4 128)
I ~ ~
0 0
0 0
12 _ 6 [3810] MGS W-Beom 12 gouge Port d4
DETAIL M SCALE 1 15
4 (Typ)
I [102)
_R12x1 14 Slot (Typ) 0 0 0 0 I[13x32]
Clgt 0 0 0 I J
DETAIL N SCALE 1 15
312 12 --- -------- - --- ------1----------- ------- ------ [7938)
43 34 1-- (1111)
93 --VI---_ I [2362) --- - - ---i
25 [7620] MGS W-Beom End Section 12 gouge Port d3 lt)34x2 12
Slots (Typ)
SHEpound1
16 ol 20MWT Standard Post DgtTE
Roil Section Details 1122201
Midwest Roadside 1-=-------i-SCALL~==-- iiiRtViitv iii1rt-I Safety Facility owc-_3 _u 3
is 1o(mml ~
shy
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
87 12r---- [222JJ -----i I 1 ~4t (Typ) -1-i I
lttgtJ_4x_ 1 2 Slot [19x64j
6- J [1905] Tl)rie Beom Section 12 gouge 14 ~~~ agocing
1niiff o-- I
12middot-smiddot (3810] T)lrie Beam Section 12 gauge 1 4 ~~~ ~~acing
SICET
11 or 20MWT Standard Post I-- shyRoil Section Details 11222014 ~
1 OloVltJI
Midwest Rootjside l ~ Imiddot ISafety Facil1ty __JU l-1 ~
18 J4 (Typ) -+----[476)
C lttgtJ4x2 12 Slot (Typ)[l9x64]
o-shy~
SECTION 0 - 0
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
Midwest Guardrail System with Standard Post Spacing
Item No OlY Description Material Spec Hardware Guide lti -) L l~JOJ W-lleom to lhrie-lleom al 1 10 gouge AASHTO M180 Transition Section -
o2 7 6x12xl4 1 4 [1 52x305x362] Blackout SYP Grode Nol or better -o3 6 ~_Lf~ ll ( I gtLXgtvgtXltl)J lllOCKOUt - tOSl SYP Grode Nol or better -o4 2 ~~i LlgtZxgtvx~ojJ lllockout - t-ost SYP Grode Nol or better -oS ~llXIgt LlJLXJUXJDI J DIOCKOut - t05l 1 SYP Grode Nol or better -bl 2 72 [ 1829] Foundation Tube ASOO Grode B PTpound05
b2 2 BCT Timber Post -MGS Height SYP Grode No 1 or better POF01
6 b3 2 Bdge cg Rtl Bent Plot1 Connector Stoel l 4x9x3 bull 159x229x95 A36 -b4 6 lll~~11Ao11 non An)lje if 1Zxgt Steel 1 2x5 16 89x89x 9 A36 -bS 1 Bridge Cop Roil CBxl 15 [C203x171] A36 Steel -b6 1 Bridge Cop Roil C8x115 (C203x171] A36 Steel -b7 1 Bdge Cpp Roil TermJnotor Tube 3 12x3 A36 Steel 1 2x 14 [89x89x64 -b8 1 r~~~~~tJ_r-~rmiddot bull 11 zxlo A36 Steel -b9 1 Bdge COP ~ti Stlice Ploly 5 A36 Steel 7 8x l 3x38 14 x330x95 -cl 1 Strut and Yoko As sembly A36 Steel PFPOl
c2 1 Anchor Brocket A36 Steel FPAOl
c3 3 j 52-1gtos1sect6ilci~~ne ceom ecuon - 12 gouge AASHTO M180 -c4 3 W6x15 [W152x223] Steel Bridge Blackout A36 Steel -cs 3 W6x20 [WI 52x298] Steel Bridge Post A36 Steel -
1zx llx 1 1 fshy~ LlUgtxgtgtoxgtZJ llridgc (op c6 3 A36 Steel Connector Plate -dl 1 BCT Anchor Coble 6 [ 1829] Long 6x19 Coble FCAOl
d2 1 ~f~~gt a tlaquovgtxvx 1 gtgttJ Menor tlcoring A36 Stoel FPB01
d3 1 25 (7620] W-Beom MGS End Section 12 gouge MSHTO M180 -d4 2 12 -6 [381 O] W- Bcom MGS Section 12 gouge AASHTO M180 -dS 1 tgt -) ~middot~lJ 1nrie tleom gtecuon - 1L 12 gouge AASHTO M180 Post S ocin -d6 l ~oifns~lUJ uux L l =gtLJ 1ong ASTM A53 Grode B Schedule 40 fMM02
MWT Standard Post ll cflO -Bill of Materials 1112gt0flt +~
Im Midwest Roadside
Safety Facility - AlV 111 Wl-7-lJU ~-Sh(mm) ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
Item No QTY
Midwest Guardrail System with Standard Post Spacing
Description Material Spec Hardware Guide
el
e2
e3
e4
es
e6
e7
20
20
16
116
42
54
2
1 Dio [ 25) Flot Wosher Grode 5 FWC24o
lOio [25) Heovy Hex Nut Grode 5 A325 or A44g Substitute
10io [ 25) Threaded Rod Grode A307 -58Dio [ 159) Flot Wosher Grode 5 -560io x 2bull [ M16x51 ] long Hex Head Boll Grode 5 FBX16o
5 6Dio [159) Hex Nut Grode 5 A325 or A449 Substitute
560io x sbull [M16x 127] long Hex Head Bolt Grode 5 FBX16o
e6
e9
elO
ell
e12
e13
e14
e15
4
2
2
2
6
B
16
6
760io [222) Flot Wosher Grode 5 FWC22o
78 0io [222) Hex Nut Grode 5 FBX22o
76Dio x 7 12 (M22x191) long Hex Head Bolt Grode 5 FBX22o
580io x 1obull [M 16x254) long Hex Head Bolt Grode 5 FBX16o
56Dlo x 1 12 [Ml 6x361] long Hex Heod Bolt Grode 5 FBX16o
560io x 10 [ M16x254) long Guardrail Bolt Grode A307 FBB03
56Dio x 14 [M16x356) long Guardrail Bolt Grode A307 FBB06
160 Double Head Nail - -e16
e17
f l
12
66
92
7
6
58Dio x 1 1 2 [M16x38) Guardrail Bolt Grode A307 FBBOl
580io [159) Guar drail Nut Grode 5 -~6x85 LW152x126J 72- L1629J long Post Nos 3 A36 Seul -f8~ LW152x 126j u L 1629j long - Post Nos A36 Steel -
f3
14
rs
1
1
1
W6x15 (W152x223) 84 [2134) long - Post No 16 A36 Sleol -W6x15 [W152x223) 84 [2134) long - Post No 17 A36 Steel -W6x15 [W 152gtlt223) 84 [2134) long - Post No 18 A36 Steel -
middot~ SMQt
MWT Standard Post 19 of 20 gt-shy04TC
Bill of Molerlols 1122lOIC
~IY
Midwest Roadside Safety Facility DWO c
~-iltlVBt
wn-~JU gt() ~I
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~
MidwestSafety
Roadside Facility
MWT Standard Post
Isometric Sys tem View
==--=~----~---1-- sc=
UWl-~-J_IU h(_J
deg 20 20
Dol[
11n101
_ -----1 lllV ~