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I670 WB EXIT RP WC over CENTRAL AVE 3 RRS

Map

Coordinates:
+39.10237, -94.61737
39°06'09" N, 94°37'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I670 WB EXIT RP WC over CENTRAL AVE 3 RRS
Structure number:999967001052471
Location:0.86 MI E MILL ST.
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:161.1 ft. [49.1 m]
Total length:2428.3 ft. [740.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:19
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,350 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:88.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,010,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201688.0GoodGoodGoodGoodFO24350
April 201588.0GoodGoodGoodGoodFO24350
May 201488.0GoodGoodGoodGoodFO24350
August 201388.0GoodGoodGoodGoodFO24350
January 201288.0GoodGoodGoodGoodFO24350
November 201188.0GoodGoodGoodGoodFO24350
June 201088.0GoodGoodGoodVery GoodFO24350
April 200988.0GoodGoodGoodVery GoodFO24350
June 200888.0GoodGoodGoodVery GoodFO25150
November 200788.0GoodGoodGoodVery GoodFO25450
July 200687.5GoodGoodGoodVery GoodFO23550
October 200587.2GoodGoodGoodVery GoodFO26450
December 200487.2GoodGoodGoodVery GoodFO25200
June 200382.9GoodGoodGoodVery GoodFO8470
June 200283.8GoodGoodGoodVery GoodFO8470
October 200183.8GoodGoodGoodVery GoodFO8470
March 200083.8GoodGoodGoodVery GoodFO8470
December 199983.8GoodGoodGoodVery GoodFO8470
October 199883.8GoodGoodGoodVery Good-8470
September 199785.8GoodVery GoodGoodVery Good-8470
March 199689.8GoodVery GoodGoodVery Good-8470
February 199557.3GoodVery GoodGoodVery Good-8470
July 199459.3GoodVery GoodGoodVery Good-8470
June 199359.3GoodVery GoodVery GoodVery Good-8470
August 199192.0GoodVery GoodVery GoodVery Good-8470

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5,8354,778977800
Steel Protective Coatingsq. ft.86,02544,51932,2596,7742,473
Deck
Reinforced Concrete Decksq. ft.55,87653,6432,202310
Wearing Surfacessq. ft.55,87653,6572,188310
Superstructure
Steel Floor Beamlinear ft.2,9582,750198100
Substructure
Reinforced Concrete Columneach3533020
Reinforced Concrete Pier Walllinear ft.3838000
Reinforced Concrete Pier Caplinear ft.6786432690
Joints
Strip Seal Jointlinear ft.3636000
Compression Jointlinear ft.30181200
Assembly with Sealeach1461262000
Bearings
Elastomeric Bearingeach77000
Movable Bearingeach7674200
Fixed Bearingeach2019100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,3674,13722730