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RP IS64E TO 6TH ST over 8TH STREET

Map

Coordinates:
+38.62197, -90.19590
38°37'19" N, 90°11'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP IS64E TO 6TH ST over 8TH STREET
Structure number:1258
Old structure number:A15173 2 (from 1992 edition)
Location:S 13 T 45 N R 7 E
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:477.1 ft. [145.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1967
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:6
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:Fair
Status:Posted for load [P]
Average daily traffic:4,983 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,873,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodGoodSatisfactory49830.0
June 2014FairGoodGoodSatisfactory44130.0
July 2012FairGoodGoodSatisfactory42760.0
August 2010FairGoodGoodSatisfactory534759.9
July 2009FairGoodGoodSatisfactory788258.2
July 2007FairGoodGoodSatisfactory799560.3
July 2005FairGoodGoodSatisfactory806560.3
August 2003GoodGoodGoodGood825460.2
September 2001GoodGoodGoodGood550064.0
July 2000GoodGoodGoodGood903059.7
July 1999GoodGoodGoodGood903059.7
July 1998GoodGoodGoodGood903069.1
November 1991GoodGoodGoodVery Good761051.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.960958200
Steel Protective Coatingsq. ft.11,63811,6013700
Deck
Reinforced Concrete Decksq. ft.11,6475,1384,9631,5460
Wearing Surfacessq. ft.9,3659,365000
Superstructure
Steel Floor Beamlinear ft.546546000
Steel Protective Coatingsq. ft.3,1443,0875700
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.4646000
Steel Pier Caplinear ft.3030000
Steel Protective Coatingsq. ft.448448000
Reinforced Concrete Pier Caplinear ft.75651000
Joints
Assembly without Seal Jointlinear ft.4040000
Bearings
Elastomeric Bearingeach88000
Movable Bearingeach44000
Steel Protective Coatingsq. ft.44000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.985985000