begin standard highway - fdotwp1.dot.state.fl.us...the softstop® system, mash(16) end terminal is a...

3
SHEET NUMBER 1, 2, 3 CONTENTS DRAWING NUMBER 85-03-05 SoftStop® System, MASH(16) End Terminal 2'-1" Mounting Height/ TL-3 / Parallel Model SS 646 ' ,,, .... ,,,,,, ,, R ,,, ,, . '-C,t ,, ........ <o~--··c·r •. .... ~~',, •• \,, \ ,y .s N:T)' '., ' . . '- i * / ~~~59Q1 \ : : /,;:;,,"t)..-1 f" vli: * : - . . : - : IP - 11-~'/t:> : : - ,## ST 7 't° .. ~o•• ATE OF :11. - ~-. :,-:-:!~ ,.. (. .. •~-v, ,.,,;~~·•.9.!tt~--·e>~ ........ ,,,,/ONAL E.~,,,, ,,,,,. .... ,,,, FOOT GENERAL NOTES 1. The guardrail end anchorage system represented on this drawing is a proprietary design manufactured by Trinity Highway and marketed under the trade name SoftStop® System. 2. This drawing is sufficient for plan details for the Softstop® System, Mash{l 6) End Terminal when installed in connection with shoulder guardrail and precludes the requirement for shop drawing submittals unless the plans othetwise call for such submittals. The SoftStop® System, MASH{l 6) End Terminal must be assembled in accordance with the manufacturer's detail drawings, and current assembly manual as revised and updated at the time of installation. 3. The SoftStop® System, MASH(16) End Terminal is a steel post configuration. Post O is an anchor post, Post 1 & 2 are special 1-part Steel Yielding Terminal Post (SYPT®). Post 3-8 are standard steel posts. 4. The SoftStop® System, MASH(16) End Terminal is designed for use as an approach end treatment for single-sided/shoulder guardrail. The beginning length of need point is located at Post 3 (see drawing). The Design Length of the SoftStop® System, MASH(16) End Terminal(TL-3) is 46'-2 1/2". The SoftStop® System, MASH(16) End Terminal must be installed as a parallel end treatment and cannot be used in medians where horizontal clearance requires the use of a backrail. The SoftStop® System, MASH(16) End Terminal can be attached to guardrail heights from 31" to 27 314" with FOOT approved transition. 5. For detail of shoulder grading around end treatments, miscellaneous asphalt pavement and pa limits, see Index 400. 6. The SoftStop® System, MASH(16) End Terminal shall be paid for under the contract unit price for Guardgrail, End Anchorage Assembly, EA which shall be full copensation for furnishing and installing all components in accordance with the plans; the manufacturer's detail drawings and current assembly manual as revised and updated at the time of installation. 7. Site Conditions: The SoftStop® System MASH(16) End Terminal is not permitted adjacent to sidewalks. 8. Site Conditions: A clear and traversable run-out area must be maintained behind and beyond all gating terminals. ORA'MI: DATE: l.100fl uo : K. WILSON 4/22/2015 SS646-REV8 /::---... CHECKED: DATE: FILE: B. ECKERT 4/22/2015 85-03-05.idw uNLEssorneRwi seNoreo,A,,0IMeNsI0NsARE INMETERs1INcH1 85-03-05 SoftStop® System, ""11111111111 11111""' 0 1Me Ns10NsAc~~~~~';,~~:t~iJ~~1~i~iii 6 ANorne.se. oo 3 ~ 0 - 0 -No_r_s_c_A-LE_ D_R_AW-- IN-G--1 MASH(1 6) End Te rminal TRINITY °' Revision ECO Date Rev By Chk. (2'-1" Mounting Height / TL-3 / Parallel) <D ADDED (09) TO "MASH" REFERENCES - 8/27/15 A KDW BRE FLORIDA APL NO. 536-006-002 ' R EB, BLKOUTS,ANCHOR PLT, FORMAT 4103 8/4/16 B KDW BRE1--:::----::c-- =;,.;;,- ------ ,...,....r °' ·' -c -l'= ..... ..... , ,------1 ~ f-- .. M-AS-H-(16-) " -WA- S-" M -AS-H( -09- )",-RE -DR _A_ WI _N_IN- INV--+-6-7 -72 -+- 9/-30 -/1 -9-+-C -+- D- PH-+-B - R-lE {3---@) r =>WIG 85-03-05 I 1 of 3 : THP•FE-048 Rtv F, 8/2W2018

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Page 1: BEGIN STANDARD HIGHWAY - fdotwp1.dot.state.fl.us...The SoftStop® System, MASH(16) End Terminal is a steel post configuration. Post O is an anchor post, Post 1 & 2 are special 1-part

SHEET NUMBER

1, 2, 3

CONTENTS

DRAWING NUMBER 85-03-05 SoftStop® System, MASH(16) End Terminal

2'-1" Mounting Height/ TL-3 / Parallel

Model SS 646

',,, .... ,,,,,,

,, R ~ ,,, ,, ~~ . '-C,t ,, ........ <o~--··c·r •. • .... ~~',,

~ •• \,, \ ,y .s N:T)' '., ' . ~ . '-i * / ~~~59Q1 \ ~ : : /,;:;,,"t)..-1 f" vli: ~ * : - . . ~ : -: ~ ~ IP - 11-~'/t:> : : - ,## • ST 7 • 't° .. ~o•• ATE OF :11. ~ - ~-. ~ :,-:-:!~ ,.. ~· (. .. •~-v, ,.,,;~~·•.9.!tt~--·e>~ ........

,,,,/ONAL E.~,,,, ,,,,,. .... ,,,,

FOOT GENERAL NOTES

1. The guardrail end anchorage system represented on this drawing is a proprietary design manufactured by Trinity Highway and marketed under the trade name SoftStop® System.

2. This drawing is sufficient for plan details for the Softstop® System, Mash{l 6) End Terminal when installed in connection with shoulder guardrail and precludes the requirement for shop drawing submittals unless the plans othetwise call for such submittals. The SoftStop® System, MASH{l 6) End Terminal must be assembled in accordance with the manufacturer's detail drawings, and current assembly manual as revised and updated at the time of installation.

3. The SoftStop® System, MASH(16) End Terminal is a steel post configuration. Post O is an anchor post, Post 1 & 2 are special 1-part Steel Yielding Terminal Post (SYPT®). Post 3-8 are standard steel posts.

4. The SoftStop® System, MASH(16) End Terminal is designed for use as an approach end treatment for single-sided/shoulder guardrail. The beginning length of need point is located at Post 3 (see drawing). The Design Length of the SoftStop® System, MASH(16) End Terminal(TL-3) is 46'-2 1/2".

The SoftStop® System, MASH(16) End Terminal must be installed as a parallel end treatment and cannot be used in medians where horizontal clearance requires the use of a backrail.

The SoftStop® System, MASH(16) End Terminal can be attached to guardrail heights from 31" to 27 314" with FOOT approved transition.

5. For detail of shoulder grading around end treatments, miscellaneous asphalt pavement and pa limits, see Index 400.

6. The SoftStop® System, MASH(16) End Terminal shall be paid for under the contract unit price for Guardgrail, End Anchorage Assembly, EA which shall be full copensation for furnishing and installing all components in accordance with the plans; the manufacturer's detail drawings and current assembly manual as revised and updated at the time of installation.

7. Site Conditions: The SoftStop® System MASH(16) End Terminal is not permitted adjacent to sidewalks.

8. Site Conditions: A clear and traversable run-out area must be maintained behind and beyond all gating terminals.

ORA'MI: DATE: l.100fl uo :

K. WILSON 4/22/2015 SS646-REV8 /::---... CHECKED: DATE: FILE:

B. ECKERT 4/22/2015 85-03-05.idw uNLEssorneRwiseNoreo,A,,0IMeNsI0NsARE INMETERs1INcH1 85-03-05 SoftStop® System, ""11111111111 11111""'

01MeNs10NsAc~~~~~';,~~:t~iJ~~1~i~iii6ANorne.se.oo3 ~ 0-0 -No_r_s_c_A-LE_D_R_AW--IN-G--1 MASH(1 6) End Terminal TRINITY °' Revision ECO Date Rev By Chk. (2'-1" Mounting Height / TL-3 / Parallel) ~

<D ADDED (09) TO "MASH" REFERENCES - 8/27/15 A KDW BRE FLORIDA APL NO. 536-006-002 ' ~

REB, BLKOUTS,ANCHOR PLT, FORMAT 4103 8/4/16 B KDW BRE1--:::----::c--=;,.;;,-------,...,....r°'·' -c -l'= .......... ,,------1~ f--.. M-AS-H-(16-)"-WA-S-"M-AS-H(-09-)",-RE-DR_A_WI_N_IN-INV--+-6-7-72-+-9/-30- /1-9-+-C-+-D-PH-+-B-R-lE {3---@) r=>WIG 85-03-05 I 1 of 3 :

THP•FE-048 Rtv F, 8/2W2018

Page 2: BEGIN STANDARD HIGHWAY - fdotwp1.dot.state.fl.us...The SoftStop® System, MASH(16) End Terminal is a steel post configuration. Post O is an anchor post, Post 1 & 2 are special 1-part

BEGIN STANDARD HIGHWAY W-BEAM GUARDRAIL PER FOOT

INDEX400

_ __ w_-_BEAM PANEL\

f 2·r 2·r

W-BEAM MIDSPAN PANEL SPLICE (TYP)

© STANDAR FOOT POST

STANDARD GUARDRAIL, SPECIAL TRANSITION OR

OTHER SPECIAL TREATMENT

MODEL SYSTEM SYSTEM WIDTH LENGTH

SoftStop® 20" NOM. 50'-9 1/2"

DESIGN DESIGN LENGTH SPEED 50'-9 1/2" c 50 MPH

SYSTEM LENGTH - 50'-9 1/2"

END ANCHORAGE ASSEMBLY - (46'-2 1/2")

DESIGN LENGTH - 46'-2 1/2"

BEGINING LENGTH OF NEED

0

0 © 0 0

11'-11"

0 0 0

LOCATION STATION

<TRAFFIC

MISC.ASPHALT PAVT. (LEAVE-OUTS REQ'D AT EACH POST PER FHWA MEMORANDIUM HSA-10/B64-B) 6'-3" TYP 5'-8"

0

TEST LEVEL DESIGNATION MASH(16) TL-3

UNLESS OTHERWISE NOTED

4'-7'' ELEVATION VIEW

SYSTEM LENGTH - SoftStop® System, MASH(16) - 50'-9 1/2"

END ANCHORAGE ASSEMBLY - (46'-2 1/2")

,,,111111,,,, ,,,,~~ R. Ec1..'1,,

,, ~T;,,,, •••••••• "~ ,, .:,' ~ .. -(,CE N s~• .. ~;..'', ~ .. ~ ~. ,, §•/ 12~No 75~1 \ ~ • • OI ~e • * • ~ • c,~ • .. - . * . -:-o: /P-1/- .,,,,,,19: = --;J)· ,e;,-V' .a_-~ ;_o\ STATE OF /ll.J~ 1-~·-A::- -•~,,: . ~ ~;,••.to A \ 0 .t:.~ ... ~ ,~

. . ,, "~I •••••••• ~v ,, ,,,,, ON AL€. ,,,,, ,,,,, .... ,,,,

6'-3"

UNLESS OTHERWISE NOTED

BEGINING LENGTH OF NEED ------------11'-11"

PLAN VIEW

4'-7"

LOCATION STATION

< TRAFFIC

l ~ l! .c .g, ;;: 0 -' -'

t :,

'e 0..

=oRA=wi=,~, -------~DA=TE"'",---~Moo=,~u=io,,---------~------------ -----~-------1 f K. WILSON 4/22/2015 SS646-REV8 '5>

CHECKED; DATE: FILE: ::i: B. ECKERT 4/22/201 5

85-03-05 SoftStop® System, ""11111111111 ,,.. f oo NOT SCALE DRAWING MASH(16H) ~nhd Terminal II TRINITY §

Revision ECO Date Rev By Chk. (2'-1 " Mounting e1g t / TL-3 / Para el) " <D

ADDED (09) TO "MASH" REFERENCES 8/27/15 A KDW BRE FLORIDA APL NO. 536-006-002 0

REB. BLKOUTS. ANCHOR PLT,FORMAT 4103 8/4/16 8 KDW BRE :):

85-03-05.idw UNLESS OTHERWTSE NOTED, Al l DIMENSIONS ARE IN METERS (INC Hi

DIMENSIONS ACCORDING TO ASME Y14.5M-1994 ANO THP-SE-003 1------------l UNLESS OTHERWISE SPECIFIEO.

NOTE: THE SoftStop® SYSTEM, MASH(16) MAY BE USED AT LOWER DESIGN SPEEDS. l.'..:::.'.~=.:.::::..::==.:....::.'...:~='.__--__j__'.6~7~72:'...l.-9'.:'.'.:/3::'.'..0/.'.219'..._j__'.::'.C~ D~P~H~B::'.R~E:,J----9-:::::::-----;::K"""f5ii:li1liiio:-8-5--Q- 3- --Q-5----p.iEiiev,...., C- "t,il,tt~ -2- of_ 3 _ 1 2 "MASH(16)" WAS "MASH(09)", REDRAWIN IN INV " L..--------- ---------------------------------------------..L...-------------....l.-.....L-..;..........L-..l--~.....::.1....=-....::::i~..L...--...;;.;:....;;_;;,...;;..;;_ __ ...1... __ ...1... __ ...,.,..,_..,....,.,..J @ THP•FE--048 Rev F.~18

Page 3: BEGIN STANDARD HIGHWAY - fdotwp1.dot.state.fl.us...The SoftStop® System, MASH(16) End Terminal is a steel post configuration. Post O is an anchor post, Post 1 & 2 are special 1-part

NOTE: INSTALL SoftStop® PARALLEL TO ROADWAY.

PARTS LIST

PART NO. QTY. DESCRIPTION

f--MASH TEST LEVEL 3 (TL-3) LENGTH OF SoftStop® TERMINAL (50'-9 1 /2")

I

WHEN OFFSET IS REQUIRED BY DESIGN ENGINEER, SEE SoftStop® (8" COMPOSITE BLOCKS) MANUAL FOR REQUIREMENTS.

000011

000533

BACK OF POST #2 - #8 \ _ ___]__ __ C_E_N_T_E_R_L-IN_E_O_F_ PO- ST_S_#_0,,&""""'#~1 ~--.\--'-

3 12/12'6/3'1.5/S

6 6'-0" POST / W6 x 8.5#

LENGTH OF NEED

I 0 0

I I I

I

I q> cp Cf> cp cp ~ I I I

003340 003360 6'-3" 6'-3" 6'-3" 6'-3" 6'-311

ax 003360 003360 003360 003360 F 003360

I ax 1 ax

13'-3 1/2" ±

6'-3" 1 5'-8"

003360 G ! sEE NOTE6

/ ~ B 1/

~ 4'-7"

REFERENCE LINE PARALLEL TO GRADE

VARIOUS

015000

015200

015202

015203

015204

015205

015208

003240

003245

003340

7 8IN COMPOSITE BLK

1 6'0 SYT PST/8.5/31 " GR HT

SFST-ANCHOR G.RAIL 12'-6"

SFST-ANGLE ST RUT

SFST-POST# 1 SYTP

SFST-ANCHOR PADDLE

SFST-POST#0

SFST-IMPACT HEAD

HARDWARE KIT 034429

6 5/1 6 ROUND WASHER WIDE

3 5/16 HEX NUT

41 NUT,HX,5/8,G,RAIL

0 0 0

~

ax 0 0

::\.----------------,l-!\.----=----f--------------+~---+tn=i=======~~ / ~ A

/ I

003360 32 5/8"X1 .25" GR BOLT

003391 1 5/8"X1 .75" HEX BOLT A325

N 000011 00001 1

I I

003704 015207

003701 004902

003908 ~

003701

003717 \'-.2 PLACES// - '-----\

015200

FLATTENED (4 PLIES)

~----

015204

015204

105285

2 PLACES

003240

2 PLACES

015206

t

1" NUT SHALL BE SECURELY TIGHTENED AFTER FINAL ASSEMBLY, BUT NOT DEFORMING THE KEEPER PLATE (01 5207)

015204

003245

2 PLACES

003240

2 PLACES

Z \\\\l l l l l ff I ~ , , , ,, 1fjt),O .:,,,,~15204

015201

F

015201 015202

(ORIENT SO VERTICAL LEG IS DOWN)

;,. ...... ~ •• • • " ~:.to. ,

~ $' ~ .. {_,cENi~•:_7~'~ DETAIL B ~ / Nog~1 \ ~ (ATANCHORPOST#O) :: *:&·-'- . ~

DETAIL A : : ~ * : i 15202 ;-a~ /C?-/ (-zo 1a:a:-

NOTES: ~ "3•. STATE O 1 :_4.1. :: 1. REFER TO SoftStop® (8" COMPOSITE BLOCKS) ASSEMBLY MANUAL. ":, 0 \ JC:- F .•OljpJ2 2. PROPER SITE GRADING SHOULD BE ACCOMPLISHED IN ACCORDANCE W~J:.l~ ••• (. 0 A \ 0 to-•• • '.!I. ,

LOCAL SPECIFYING AGENCY GUIDELINES A ND THE AASHTO ROADSIDE ,,, ,S.8•/ •••• •••••••.:\6 ,,' DESIGN GUIDE. , ,, ONAL ~,, , ......

3. DO NOT ATTACHE THE SoftStop® DIRECTLY TO A RIGID BARRIER. 1111111 1111' '' 4. UNDER NO C IRCUMSTANCES SHALL THE GUARDRAIL WITHIN THE SoftStop® Ill 015203

POST#0

004372

BE CURVED. 5. MANUFACTURER SUGGESTS CUSTOMER TO PROVIDE REFLECTORIZATION OF

THE TERMINAL.

004489

004372

105285

004902

003908

I

✓ _j G

DO NOT ATTACH RAIL AT POST #2

DETAIL I POSTS #1 &#2

YIELDING HOLES APPROXIMATELY CENTERED AT GROUND LINE

003500

000011

105286

003240

015208

DETAIL D (POST #1)

SECTION F-F (POST #3 - #8)

003500

003701

003704

003717

003908

004372

004489

004902

015201

015206

015207

105285

105286

003500

DO NOT ATTACH RAIL AT POST #2

015200 003340

000533

7 5/8"X 1 0" GR BOLT A307

4 3/4" ROUND WASHER F436

2 3/4" HVY HEX NUT A563 DH

2 3/4"X2.5" HEX BOLT A325

1" HVY HEX NUT A563 DH

4 5/8" WASHER F436

5/8"X9" HEX BOLT A325

1 1" ROUND WASHER F436

2 SFST-ANCHOR ANGLE

SFST-PLATE WASHER

SFST-KEEPER PLATE

2 5/16" X 2.5" HEX BOLT GRD 5

1 5/16" X 1.5" HEX BOLT GRD 5

003340

~ 015000

N VARIOUS

SECTION G-G (POST#2)

l i Cl)

.E 0) ·c: <(

c.5 _, _,

~ :::,

e a.

---------~~---=~--------------------------,-- -----i >-ORAWH: DATE; J.-\OOEL tiO: ;

K. WILSON 4/22/2015 SS646-REV8 -§, CHECK.ED; DATE: FILE: :i:

.?;-

UNLESS OTHER"1SE NOTED, ALL DIMENSIONS ARE IN METERS {INCH; 8 5-0 3-0 5 Soft Stop® System, ! 01"•NsioNs Ac~~~~~~';,~~:;~~J1t~~;/t:6.ANornP-sE.oo, 1--D_O_N_O_T _S_C_A-LE_ D_R_A_W_IN- G--< MASH ( 16) End Terminal °'

B.ECKERT 4/22/2015 85-03-05.idw

Revision ECO Date Rev By Chk. (2'-1" Mounting Height / TL-3 / Parallel) ~ co 6. IT IS ACCEPTABLE TO INSTALL THE SoftStop® IMPACT HEAD PARALLEL TO THE GRADE LINE OR WITH AN UPWARD TILT. SEE SoftStop® ASSEMBLY MANUAL FOR SPECIFIC DETAILS.

ADDED(09)TO"MASH"REFERENCES 8/27/15 A KDW BRE FLORIDA APL NO. 536-006-002 0 DETAIL C ~

(POST #1, SHOWN NEAR GROUND) ~R'.:E'.'.:B._:BL~K~O::'._UT:_::S:::_, A::_:N:::'.CH_::O:R_::,P::_:LT.:_:, F:,::O:,RM::A::_:T ___ _,i~41.'.,'.0'.:'.3'..J_...'.8~/4".'._/.'..'.16'._/-~B4 K~D~W+B~R~E:_t-J:'::ir=:::;-"'?,l~"(iioiiARAWJwiir'i<l:,--::-:::--:::--:---::-:::--- ; J"l••':'Fv, _ 1 ssRiHem': ____ 1 0

L----------------------------------------------------.L.u_P_DA_T_Eo_s_o_ns_to;..:p._R_ED_RA_W1_N_1N_1N_v ____ .J..:.67;..:7..:2..L...;.9;..:/3_;_0/..;.19.;...J....;C;,...i_D_P_H...1...B:.;.R..:E:J.-i,::.:::r.!::-::::....-- ~i::;....J-__ .;:8.;:5;_-.;:0.;:3;_-.;:0.;:5;__ ___ 1..-_c_..J...~::::3=o~f ~3-:-::,:= @ THP·FE-048 Rev F, &"2MQ l8