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NE 100TH ST over E FK OF SHOAL CR

Map 

Coordinates:
+39.27570, -94.53182
39°16'33" N, 94°31'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NE 100TH ST over E FK OF SHOAL CR
Structure number:25353
Old structure number:N172B12 024 (from 1992 edition)
Location:S 31 T 52 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:684 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201499.8Not deficient---684
April 201299.8Not deficient---684
April 201099.8Not deficient---800
April 200899.8Not deficient---800
January 200699.8Not deficient---800
March 200499.8Not deficient---800
June 200299.8Not deficient---800
July 200099.8Not deficient---800
May 199899.4Not deficient---2700
October 199087.8Not deficient---240