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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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