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

Map

Coordinates:
+38.63094, -90.25091
38°37'51" N, 90°15'03" 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:15.4 ft. [4.7 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,796 [as of 2015]
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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201594.3FairFairGoodSatisfactoryFO1796
December 201495.2FairSatisfactoryGoodSatisfactoryFO2045
September 201395.2FairSatisfactoryGoodSatisfactoryFO1991
September 201195.3FairSatisfactoryGoodSatisfactoryFO1791
November 200993.8FairSatisfactoryGoodSatisfactoryFO5500
August 200783.5FairFairGoodFair-5500
August 200584.5FairSatisfactoryGoodFair-5500
July 200395.8FairSatisfactoryGoodSatisfactory-5500
July 200195.8FairSatisfactoryGoodSatisfactory-10878
July 200091.8FairSatisfactoryGoodSatisfactory-10878
July 199990.8FairSatisfactoryGoodSatisfactory-10878
June 199890.8GoodGoodGoodGood-10878
July 199790.8GoodGoodGoodGood-10878
July 199693.0GoodGoodGoodVery Good-7770
November 199593.0GoodGoodGoodVery Good-7770
December 199393.0GoodVery GoodVery GoodVery Good-7770
February 199393.0GoodVery GoodVery GoodVery Good-7770
November 199193.0GoodVery GoodVery GoodVery Good-7770

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,04480224200
Steel Protective Coatingsq. ft.7,9637,45066277170
Deck
Reinforced Concrete Decksq. ft.7,3626,5594953080
Wearing Surfacessq. ft.6,4735,82664700
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 Bearingeach2014600
Steel Protective Coatingsq. ft.2061400
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.522520200
Reinforced Concrete Bridge Raillinear ft.522052200