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RP RV70E TO BROADW over NO FEATURE

Map

Coordinates:
+38.64000, -90.18500
38°38'24" N, 90°11'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP RV70E TO BROADW over NO FEATURE
Structure number:113
Old structure number:A 135RP 3 (from 1992 edition)
Location:S 13 T 45 N R 7 E
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.4 ft. [25.1 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,344 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:40.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,602,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201640.9PoorSeriousSeriousSeriousSD2344
July 201540.9PoorSeriousSeriousSeriousSD2344
September 201428.5PoorSeriousSeriousSeriousSD15530
September 201330.5PoorPoorSeriousSeriousSD15530
September 201232.5PoorFairSeriousPoorSD15530
September 201134.0PoorFairSeriousPoorSD15530
October 201033.7PoorFairSeriousPoorSD15530
September 200925.5PoorCriticalSeriousPoorSD15530
September 200831.4PoorPoorSeriousPoorSD9559
September 200731.4PoorPoorSeriousPoorSD9559
August 200627.5PoorPoorPoorSeriousSD19118
August 200545.7PoorPoorPoorPoorSD19118
September 200434.1PoorPoorPoorPoorSD9559
July 200355.4PoorPoorPoorFairSD4201
February 200355.4PoorPoorPoorFairSD4201
June 200155.5PoorPoorPoorFairSD4123
July 200079.0FairSatisfactoryFairSatisfactory-1568
July 199941.0PoorSeriousSeriousSatisfactorySD1568
July 199841.0PoorSeriousSeriousSatisfactorySD1568
July 199741.0PoorSeriousSeriousSatisfactorySD1568
August 199641.5PoorSeriousSeriousSatisfactorySD1120
December 199541.5PoorSeriousSeriousSatisfactorySD1120
February 199441.5PoorSeriousSeriousSatisfactorySD1120
March 199341.5PoorSeriousSeriousSatisfactorySD1120
November 199141.5PoorSeriousSeriousSatisfactorySD1120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.252002520
Deck
Reinforced Concrete Top Flangesq. ft.7,00504,9732,0320
Wearing Surfacessq. ft.5,69804,5581,1400
Substructure
Reinforced Concrete Columneach41030
Reinforced Concrete Abutmentlinear ft.44002222
Joints
Pourable Jointlinear ft.24001410
Assembly without Seal Jointlinear ft.2800028
Bearings
Movable Bearingeach40004
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.518518000
Reinforced Concrete Bridge Raillinear ft.51802592590