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RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E

Map

Coordinates:
+38.62548, -90.21172
38°37'32" N, 90°12'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E
Structure number:1263
Old structure number:A1523 2 (from 1992 edition)
Location:S 23 T 45 N R 7 E
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:202.8 ft. [61.8 m]
Total length:1397.0 ft. [425.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,405 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,667,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorPoorPoorSatisfactory14050.0
July 2014PoorPoorPoorSatisfactory14030.0
July 2012PoorPoorPoorSatisfactory13590.0
September 2011PoorPoorPoorSatisfactory140957.7
August 2010PoorPoorPoorSatisfactory142357.5
July 2009PoorPoorPoorSatisfactory535454.7
July 2008PoorPoorPoorSatisfactory529954.7
July 2007PoorPoorFairSatisfactory550071.6
July 2005FairFairFairSatisfactory550073.7
August 2003FairSatisfactorySatisfactorySatisfactory550084.1
October 2001FairSatisfactorySatisfactoryFair212876.4
July 1996GoodGoodGoodGood152075.5
December 1995GoodGoodGoodGood152075.4
February 1994GoodGoodGoodGood152075.4
March 1993GoodGoodGoodVery Good152077.5
November 1991GoodVery GoodVery GoodVery Good152077.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.7662863021780
Steel Girder/Beamlinear ft.1,18451367100
Steel Protective Coatingsq. ft.29,40914,2207,5007,6890
Deck
Reinforced Concrete Decksq. ft.17,007013,3143,6930
Superstructure
Steel Floor Beamlinear ft.84241243000
Steel Protective Coatingsq. ft.6,4073,1542,9403130
Deck
Reinforced Concrete Top Flangesq. ft.23,195013,7939,4020
Wearing Surfacessq. ft.32,9010032,9010
Substructure
Reinforced Concrete Columneach167720
Reinforced Concrete Abutmentlinear ft.4541400
Reinforced Concrete Pier Caplinear ft.98851300
Joints
Open Jointlinear ft.2402310
Assembly without Seal Jointlinear ft.7200684
Bearings
Elastomeric Bearingeach80008
Movable Bearingeach62400
Steel Protective Coatingsq. ft.62040
Fixed Bearingeach62400
Steel Protective Coatingsq. ft.62220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,7862,70760190