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56TH ST over UP RR

Map 

Coordinates:
+39.01915, -94.41393
39°01'09" N, 94°24'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:56TH ST over UP RR
Structure number:25460
Old structure number:L 241 1 (from 1992 edition)
Location:S 35 T 48 N R 32 W
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Posted for load [P]
Average daily traffic:43 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201683.0Not deficientFairFairGood43
April 201483.0Not deficientFairFairGood43
May 201295.0Not deficientSatisfactorySatisfactoryGood43
April 201080.5Not deficientGoodVery GoodGood310
June 200880.5Not deficientGoodVery GoodGood310
March 200680.5Not deficientGoodVery GoodGood310
March 200480.5Not deficientGoodVery GoodGood310
July 200280.5Not deficientGoodVery GoodGood310
July 200081.4Not deficientGoodVery GoodGood310
200047.0Not applicable---9000
199241.2Structurally deficient---9000