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RP PAPIN ST E TO I over RP IS64E TO VANDEVENTER,

Map

Coordinates:
+38.63058, -90.25124
38°37'50" N, 90°15'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP PAPIN ST E TO I over RP IS64E TO VANDEVENTER,
Structure number:3108
Old structure number:A3735 2 (from 1992 edition)
Location:S 3963 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:58.1 ft. [17.7 m]
Total length:261.2 ft. [79.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1977
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,770 [as of 2016]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairGoodSatisfactory277093.9
July 2015FairFairGoodSatisfactory179694.3
December 2014FairSatisfactoryGoodSatisfactory204595.2
September 2013FairSatisfactoryGoodSatisfactory199195.2
September 2011FairSatisfactoryGoodSatisfactory179195.3
November 2009FairSatisfactoryGoodSatisfactory550093.8
August 2007FairFairGoodFair550083.5
August 2005FairSatisfactoryGoodFair550084.5
July 2003FairSatisfactoryGoodSatisfactory550095.8
July 2001FairSatisfactoryGoodSatisfactory1087895.8
July 2000FairSatisfactoryGoodSatisfactory1087891.8
July 1999FairSatisfactoryGoodSatisfactory1087890.8
June 1998GoodGoodGoodGood1087890.8
July 1997GoodGoodGoodGood1087890.8
July 1996GoodGoodGoodVery Good777093.0
November 1995GoodGoodGoodVery Good777093.0
December 1993GoodVery GoodVery GoodVery Good777093.0
February 1993GoodVery GoodVery GoodVery Good777093.0
November 1991GoodVery GoodVery GoodVery Good777093.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,04471233200
Steel Protective Coatingsq. ft.7,9635,955694840474
Deck
Reinforced Concrete Decksq. ft.7,3626,4864953810
Wearing Surfacessq. ft.6,4735,50297100
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1077512200
Concrete Protective Coatingsq. ft.7254801201250
Reinforced Concrete Pier Caplinear ft.133132010
Joints
Strip Seal Jointlinear ft.7878000
Bearings
Movable Bearingeach2016400
Steel Protective Coatingsq. ft.206950
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.522520200
Reinforced Concrete Bridge Raillinear ft.522051750