1601094 1 B-42911 SCALE: 1" = 1,000' 1601094 B-42911 040-67-01838C 1601094 1601094 1601094 REINFORCED CONCRETE GIRDER BRIDGE 30'-0" CLEAR SPAN SQUARE SALLUST BRANCH OF MILL CREEK 040-67-01838C PROJECT SURVEY BOOK CONTRACT of SHEET FOR LETTING: APPROVED CERTIFIED BY: PREPARED BY: PLANS DATE DATE PHONE NUMBER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED TO 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 SR 75, Sections 30, T-14-N, R-2-W, Jefferson Township, Putnam County, Indiana Begin Project Sta. 1324+95 Line "N" End Project Sta. 1325+29.00 Line "N" STRUCTURE INFORMATION 0.006 0.000 0.006 0.59 Structure 040-67-01838C US 40 over Sallust Branch Sta. 1325+12.00 Line "N" BRIDGE PREVENTATIVE MAINTENANCE PLANS OF TRANSPORTATION INDIANA 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 49.50 9.01 11.72 55 3R (FREEWAY) PRINCIPAL ARTERIAL RURAL LEVEL FULL (2041) 2020 1325+12 LINE "N" US 40 % US 40 47+2 N/A R 2 W T 14 N T 14 N April 21, 2020 60% Plans 8 R 3 W R 2 W R 3 W
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ACCESS CONTROL BRIDGE PREVENTATIVE MAINTENANCE PLANS
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1601094
1
1601094
040-67-01838C
B-42911
SCALE: 1" = 1,000'
1601094
B-42911 040-67-01838C
1601094
1601094
1601094
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
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.