N W 58TH ST over EAST CR


+39.19983, -94.58632
39°11'59" N, 94°35'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:N W 58TH ST over EAST CR
Structure number:25326
Old structure number:N078B41 024 (from 1992 edition)
Location:S 27 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Posted for load [P]
Average daily traffic:168 [as of 2014]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:67.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201467.7Not deficientGoodGoodGood168
April 201267.7Not deficientGoodGoodGood168
March 201067.9Not deficientGoodGoodGood150
March 200867.9Not deficientGoodGoodGood150
January 200667.9Not deficientGoodGoodGood150
March 200467.9Not deficientGoodGoodGood150
July 200267.9Not deficientGoodGoodGood150
July 200067.9Not deficientGoodGoodGood150
June 199866.0Not deficientGoodGoodGood300
May 199666.0Not deficientGoodGoodGood300
September 199448.5Not deficientGoodGoodGood3800
December 199267.8Not deficientGoodGoodGood400