+39.11941, -94.54839
39°07'10" N, 94°32'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:25387
Old structure number:U2220S026B23 (from 1992 edition)
Location:S 34 T 50 N R 33 W
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1990
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,990 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,604,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201671.0FairGoodGoodFairFO2990
April 201471.0FairGoodGoodFairFO2990
May 201271.0FairGoodGoodFairFO2990
April 201082.1FairGoodGoodSatisfactoryFO2990
April 200882.1GoodGoodGoodGoodFO2990
February 200677.8GoodGoodGoodGoodFO52990
April 200480.7GoodGoodGoodGoodFO5800
June 200280.7GoodGoodGoodGoodFO5800
July 200080.6GoodGoodGoodGoodFO5800
July 199880.2GoodGoodGoodGoodFO6402
October 199097.1GoodExcellentExcellentExcellent-5120