access control bridge preventative maintenance plans
TRANSCRIPT
1601094
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B-42911
SCALE: 1" = 1,000'
1601094
B-42911 040-67-01838C
1601094
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REINFORCEDCONCRETE GIRDER
BRIDGE
30'-0" CLEAR SPANSQUARE
SALLUSTBRANCH OFMILL CREEK
040-67-01838C
PROJECT
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
of
SHEET
FOR LETTING:
APPROVED
CERTIFIED BY:
PREPARED BY:
PLANS
DATE
DATE
PHONE NUMBER
INDIANA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS DATEDTO BE USED WITH THESE PLANS.
STRUCTURE TYPE
CONTRACT
PROJECT
BRIDGE FILE
DESIGNATION
SPAN AND SKEW OVER STATION
BRIDGE LENGTH :
ROADWAY LENGTH :
TOTAL LENGTH :
MAX. GRADE :
MILE
%
MILE
MILE
PROJECT LENGTH
PUTNUM COUNTY
PROJECT LOCATION SHOWN BY
INDIANA DEPARTMENT OF TRANSPORTATION
RQAW Corporation, Inc. 317-588-1798
LATITUDE: LONGITUDE:39° 37' 31" N 86° 40' 44" W
HUC: 051202030503
Bridge Preventative Maintenance on US 40 over Sallust Branch of Mill Creek, Located 0.50 Miles West of SR75, Sections 30, T-14-N, R-2-W, Jefferson Township, Putnam County, Indiana
Begin ProjectSta. 1324+95
Line "N"
End ProjectSta. 1325+29.00Line "N"
STRUCTURE INFORMATION
0.006
0.000
0.006
0.59
Structure 040-67-01838CUS 40 over Sallust BranchSta. 1325+12.00 Line "N"
BRIDGE PREVENTATIVE MAINTENANCE PLANS
OF TRANSPORTATIONINDIANA DEPARTMENT
FOR SPANS OVER 20 FEET
PROJECT NOS.
R/W
ROUTE: AT: RP
CONST.
P.E.
FUNCTIONAL CLASSIFICATION
PROJECT DESIGN CRITERIA
DIRECTIONAL DISTRIBUTION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
TRUCKS
DESIGN SPEED
D.H.V.
A.A.D.T.
A.A.D.T.
M.P.H.
% A.A.D.T.% D.H.V.
V.P.H.V.P.D.V.P.D.
DESIGN DATA
TRAFFIC DATA(2021) 4,780(2041) 5,340
518
49.509.01
11.72
553R (FREEWAY)
PRINCIPAL ARTERIALRURALLEVELFULL
(2041)
2020
1325+12LINE "N"
US 40
%
US 40 47+2
N/A
R 2 W
T 1
4 N
T 1
4 N
April 21, 2020
60% Plans
8
R 3 W
R 2 WR 3 W
"DIG SAFELY"
"IT'S THE LAW"
1-800-382-5544CALL TOLL FREE
INDEXSHEET
NO.DRAWING
NO.SUBJECT
1 TITLE SHEET
2 INDEX SHEET
3 TYPICAL SECTIONS
4-5 TRAFFIC MAINTENANCE DETAILS
6 EROSION CONTROL DETAILS
7 C1 GENERAL PLAN
8 C2 GENERAL PLAN DETAILS
REVISIONSSHEET NO. DATE DESCRIPTION OF REVISION
ELECTRIC: DUKE ENERGY DISTRIBUTION390 N. MAIN STREETMARTINSVILLE, IN 46151(317) 776-5341CINDY [email protected]
ELECTRIC: HENDRICKS POWER COOPPO BOX 309DANVILLE, IN 46122
(317) 745-5473JASON [email protected]
ELECTRIC: DUKE ENERGY TRANSMISSION1000 E. MAIN STREETPLAINFIELD, IN 46168(317) 838-2044DWAYNE [email protected]
TRAFFIC: INDOT ITS8620 E. 21ST STREETINDIANAPOLIS, IN 46219(317) 889-8606KONSTANTIN [email protected]
TRAFFIC SIGNALS: INDOT SIGNALS279 W. CR 300 N.CRAWFORDSVILLE, IN 47933(765) 361-5640MONTY WILSON
UTILITIES
PROJECT
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REBREBINDEX SHEET
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
COMMUNICATIONS: NEW WAVE COMMUNICATIONS604 E. NATIONAL AVENUEBRAZIL, IN 47834
(812) 420-2861JOSHUA [email protected]
COMMUNICATIONS: WINDSTREAM5020 SMYTHE DRIVEEVANSVILLE, IN 47715(812) 759-2833DANIEL LESKINEN
COMMUNICATIONS: TDS TELECOM125 S. 84th STREET, SUITE 450MILWAUKEE, WI 53214(262) 754-3063MATT [email protected]
C WBL
12'-0"
Lane
Varies 4'-0" to 7'-0"
Shld. **
12'-0"
Lane
12'-0"
Median
Existing Crown
of RoadwayExist. Exist.
LC C
6'-0"
Shld.
Exist.
C EBL
12'-0"
Lane
7'-0"
Shld.
12'-0"
Lane
Exist.Exist.
LC C
6'-0"
Shld.
Exist.
Exist.Exist.
Existing Crown
of Roadway
12'-0"
Median
PROJECT
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REBREB
TYPICAL APPROACHSECTIONS
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
EXISTING TYPICAL SECTIONSta. 1323+55.00 To Sta. 1324+75.00Sta. 1325+49.00 To Sta. 1326+69.00
Guardrail shown right, see
general plan for limits
** Shoulder Varies from 4' @ sta. 1323+55.75 to 7' @ sta. 1324+75.00
Shoulder Varies from 7' @ sta. 1375+49.00 to 4' @ sta. 1326+69.00
12'
100' 80'
Work Zone
300'100'
100'80'
Work Zone
660' Merge 2 Lanes to 1 300' 100'
12'
100'100'
100' 100'
660' Merge 2 Lanes to 1
100' 80'
Work Zone
200'200'
100'80'
Work Zone
200' 200'
PROJECT
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N/A
N/A
RMM DRD
REBREB
TRAFFIC MAINTENANCEDETAILS
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
71
MATCH
LIN
E "
A"
MATCH
LIN
E "
A"
INDICATES CONSTRUCTION AREA.
INDICATES DIRECTION OF TRAFFIC - PRIMARY.
INDICATES FLASHING ARROW SIGN.
INDICATES LOW INTENSITY FLASHING YELLOW LIGHT, TYPE A
INDICATES STANDARD DRUM (SEE STANDARD DRAWING
LEGEND
INDICATES STANDARD BARRICADE TYPE III-B
INDICATES DIRECTION OF TRAFFIC - SECONDARY
TEMPORARY PAVEMENT MARKING,71REMOVABLE, SOLID, WHITE, 4"TRAFFIC MAINTENANCE DESIGNED FOR
A 55 MPH SPEED, POSTED FOR 45 MPH.
E801-TCLG-01 FOR SPACING)
INDICATES TEMPORARY REMOVABLE, 5" (BLACK TAPE) TO BEUSED IN LIEU OF REMOVING EXISTING PAVMENT MARKING.
US40 (WBL)
US40 (EBL)
US40 (WBL)(
US40 (EBL)
71
XG20-260" x 24"
See Sheet 5 forAdvanced Signing
See Sheet 5 for
Advanced Signing
XG20-260" x 24"
Scale: None
PHASE I CONSTRUCTION
Scale: None
PHASE II CONSTRUCTION
See Sheet 5 forAdvanced Signing
See Sheet 5 forAdvanced Signing
US40 (WBL)
US40 (EBL)
XG20-260" x 24"
XG20-260" x 24"
(2) III-B Barricades(12 Lft. Each)
(6) III-B Barricades
(12 Lft. Each)
17'-0" Construction
30'-0"
12'-0"Lane
18'-0"Shoulder
100'-8" Out to Out Coping
20'-4"
Barrel
1'-4"
2'-0"Shldr.
30'-0"
12'-0"Lane
18'-0"Shoulder
20'-4"
1'-4"
Barrel
17'-0" Construction
2'-0"Shldr.
12'-0"Lane
7'-0"Shoulder
30'-0"
12'-0"Lane
16'-0" Construction
100'-8" Out to Out Coping
20'-4"
1'-4"
BarrelBarrel
2'-0"Shldr.
12'-0"Lane
7'-0"Shoulder
12'-0"Lane
16'-0" Construction
30'-0"20'-4"
2'-0"Shldr.
1'-4"
PROJECT
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SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
8
N/A
N/A
RMM DRD
REBREB
TRAFFIC MAINTENANCEDETAILS
2640' 1500' 1000'
Scale: NONE
ADVANCED SIGNING
SEE TRAFFIC MAINTENANCE
DETAILS SYMMETRICALABOUT CENTERLINE U.N.O.
5890'750'
LIGHT (TYPE A)INDICATES CONSTRUCTION SIGN WITH LOW INTENSITY FLASHING YELLOW
FLASHING ARROW SIGN
500'500'
XW20-1(48" x 48")
XW9-2-B (R or L)(48" x 48")
R2-1-B(48" x 60")
XW3-5-B
(48" x 48")
1500'1500'
XW20-1(48" x 48")
1500' 1500'
LEGEND
XW2-6-A(78" x 42")
XG20-5P(48" x 16")
S4-4(48" x 20")
REDUCED SPEEDADVANCE WARNINGSIGN ASSEMBLY
WORKSITE SPEEDLIMIT SIGNASSEMBLY
XG20-5P(48" x 16")
S4-4(48" x 20")
R2-1-B(48" x 60")
WORKSITE SPEEDLIMIT SIGNASSEMBLY
XG20-5P(48" x 16")
S4-4(48" x 20")
XW4-2-A (R OR L)(48" x 48")
XW13-1-A(36" x 36")
XW2-6-A(78" x 42")
(2) LANE CLOSURE NOTICE SIGNS (XG20-5)
AND/OR (2) PORTABLE CHANGEABLEMESSAGE SIGNS TO BE PLACED ASDIRECTED BY THE ENGINEER
1500'
XW20-5 (R or L)LL(48" x 48")
XW3-5-B
(48" x 48")
XG20-5P(48" x 16")
S4-4(48" x 20")
REDUCED SPEEDADVANCE WARNINGSIGN ASSEMBLY
THIS HALF SHOWING PHASE I THIS HALF SHOWING PHASE II
XW21-5-A(48" x 48")
220'
7/25/2017/ /
C US 40 andStructureLC C C EBLLC C
C WBLLC C C EBLLC C
Scale: 1/8" = 10'-0'
TYPICAL SECTION - PHASE I
Scale: 1/8" = 10'-0'
TYPICAL SECTION - PHASE II
C US 40 andStructureLC C
C WBLLC C
MAINTENANCE OF TRAFFIC QUANTITIESQMAINTAINING TRAFFIC 1 LSUM
CONSTRUCTION SIGN, A 26 EACH
TEMPORARY PAVEMENT MARKING, REMOVABLE, 5 IN. BLACK 1,320 LFT.
PORTABLE, CHANGEABLE MESSAGE SIGN 2 EACH
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN. 2,680 LFT.
III-B BARRICADE 96 LFT.
FLASHING ARROW SIGN 200 DAYS
TEMPORARY WORKSITE SPEED LIMIT SIGN ASSEMBLY 8 EACH
30'-0"
30'-0"
7'-0"
12'-0"
12'-0"
2'-0"
3'-0"
12'-0"
12'-0"
2'-0"
F.Fa. Abutment No. 1Sta. = 1324+97 "N"
F.Fa. Abutment No. 2Sta. = 1325+27 "N"
33'-0" O. to O.
Bridge Floor
1'-4"
1'-4"
Flo
w
O
e
00
3'
'"
''"""""""
111"
'""
''1
4"""
4"
41'
11
n+
b1
31'-6" O. to O.
Bridge Floor
30'-0" Clear Span
31'-6" O. to O.
Bridge Floor
100'-8"
O. to
O. Copin
g
98'-0"
Cle
ar
Roadw
ay
C StructureSta. = 1325+12 "N"LC C
PROJECT
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REBREB
EROSION CONTROLDETAILS AND TABLE
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
Scale: 1" = 10'-0'
PLAN VIEW
C WBLLC C
C US 40 &Line "N"LC C
C EBLLC C
Scale: None
COFFERDAM DETAILS
Flo
w
Work Area
P
Work Area
SECONDARY CONTAINMENT MEASURESSediment Trap
Sediment Basin
Modified Check DamRock Filter Berm
Section A-A
Base Flow (OHW) + 1 Ft.Min. 2 Ft.
OHW
A 6
ConstructionLimits
ConstructionLimits
Indicates approximate location of cofferdam.Indicates Revetment Riprap
for Scour Protection
Indicates approximate location of temporary Haul Road.Place Mulched Seeding, R after Haul Road Removal.
P Indicates Pump around.
Temporary Haul Road
7'-0"
12'-0"
12'-0"
Varies
12'-0"
12'-0"
30'-0" Clear Spane
F.Fa. Abutment No. 1Sta. = 1324+97 "N"
F.Fa. Abutment No. 2Sta. = 1325+27 "N"
C StructureSta. = 1325+12 "N"
31'-6" O. to O.O
Bridge Floore
31'-6" O. to O.O
Bridge Floore
20'-6" Min. R.C.
Bridge Approach
20'-6" Min. R.C.
Bridge Approach
100'-8"
O. to
O. Copin
g
98'-0"
Cle
ar
Roadw
ay
1'-4"
1'-4"
33'-0" O. to O.O
Bridge Floore
30'-0"
30'-0"
6'-0"
6'-0"
Existing Inlet to remain
PROJECT
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REBREBGENERAL PLAN
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
Scale: 1" = 10'-0'
ELEVATION
Scale: 1" = 10'-0'
PLAN VIEW
REINFORCED CONCRETE GIRDER BRIDGE1 - 30'-0" CLEAR SPAN, SKEW: SQUARE
CLEAR ROADWAY: 98'-0"US 40 OVER SALLUST BRANCH CREEK
PUTNAM COUNTY
STRUCTURE BUILT TO A +0.57% GRADE
Exp. Fixed
ABUTMENT NO. 1 ABUTMENT NO. 2SPAN A
Flow LineEl. 770.79
Max. HWEl. 779.0
Avg. HWEl. 777.5
Existing Guardrail
LC C
C WBLLC C
C US 40 &Line "N"LC C
C EBLLC C
2
1
1
1 4
53
NOTE:See drawing C2 for General Notes and Legend.
5
BEGIN PROJECTSTA. 1324+95.00 LINE "N"
END PROJECTSTA. 1325+29.00 LINE "N"
Edge of existing shoulder
Edge of existing shoulderg
Edge of existing shoulder
Edge of existing shoulderEdge of existing shoulder
Edge of existing shoulder
Edge of existing shoulder
Edge of existing shoulder
4
C1 C2
"
98'-0" Clear Roadway
100'-8" O. to O. Coping
1'-4" 1'-4"
19'-0" 30'-0" 30'-0" 19'-0"
12'-0"
Lane
7'-0"
Shoulder
12'-0"
Lane
12'-0"
Lane
7'-0"
Shoulder
12'-0"
Lane
C WBL
C US 40
4"
±
Existing BituminousSurface
Existing ProfileGrade
LC C
LC C
C EBLLC C
4"
±
Existing Bituminous
SurfaceExisting ProfileGrade
Slope **pSlope **pSlope **p
Exist. Slopep Exist. SlopepppppSlope **p
PROJECT
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RMM DRD
REBREBGENERAL PLAN DETAILS
C2 C2
DRAWING
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEERFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
of
REINFORCED CONCRETE GIRDER BRIDGE1 - 30'-0" CLEAR SPAN, SKEW: SQUARE
CLEAR ROADWAY: 98'-0"US 40 OVER SALLUST BRANCH CREEK
PUTNAM COUNTY
1 1
3
Limits of SurfaceSeal (Typ.)
3 3
Scale: 1/4" = 1'-0'
TYPICAL SECTION
LEGEND
1
2
4
Place 234 Tons Class I Riprap on 264 Sys. Geotextiles for Riprap type 1A for scourprotection.
5
Clean existing joint at the centerline of structure, and place new Pre-Compressed
Foam Joint. (Est. 33 lft.)
Patch existing reinforced concrete beams, abutments andwingwalls and Fiber wrap. (Est. 1,057 Sft. patching)
3
Patch existing concrete bridge railing (Est. 48 sft.) and portions of concrete curb,
and surface seal (Est. 562 sft.) for limits shown on Typical Section.
2
GENERAL NOTES:
Plans for the existing structure are on file in the Central Office of the IndianaDepartment of Transportation as bridge files: 040-67-01838, 040-67-01838A and040-67-01838B.
Stationing, elevations and dimensions shown in these plans are based on the existing
plans and are for reference only.
Reinforcing bar cover shall be 2 1/2" min. in top and 1" min. in bottom of bridge deckand 2" in all other locations unless noted otherwise.
Removal of unsound concrete shall be as directed by the Engineer. It is the intent of
these plans that all unsound concrete be removed.
Epoxy Resin Adhesive shall be used where new concrete abuts existing concrete.
Surface Seal all exposed surfaces of the new concrete bridge railing, bridge railingtransitions and the new approach slabs.
All pavement markings disturbed during construction shall be replaced in kind.
Where new work is to be fitted to old work, the contractor shall check all elevations,dimensions and conditions in the field and report any errors or discrepancies to the
engineer and assume responsibility for the fit of the new part to old.
DESIGN STRENGTHS:Class "C" Concrete f'c = 4,000 PSI
Reinforcing Bars fy = 60,000 psi
LIVE LOADS:Existing bridge designed for H20 with impact, with distribution of loads in
accordance with the 1935 AASHTO Specifications, and all subsequent Interim
specifications. (Slab designed for Single Live Load)
DEAD LOADS:Designed for actual dead load plus 15 psf for future wearing surface.
Slab Designed with 1/2" wearing surface.
DESIGN DATA:
Remove and reset existing Guardrail as required to install haul road for work under
existing structure. (Est. 65 Lft.)
EXISTING HYDRAULIC INFO: Q100 Elevation (Str.) = 194 sq. ft.Existing Road Overflow Waterway Area = 0 sq. ft.
Existing Low Structure Elevation = 791.98 ft.
Existing Backwater = 0.68 ft.Existing Headwater Elevation = 778.90 ft.