+39.27558, -94.53217
39°16'32" N, 94°31'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:684 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 1068499.8
April 2014Good7 out of 1068499.8
April 2012Good7 out of 1068499.8
April 2010Good7 out of 1080099.8
April 2008Good7 out of 1080099.8
January 2006Good7 out of 1080099.8
March 2004Good7 out of 1080099.8
June 2002Good7 out of 1080099.8
July 2000Good7 out of 1080099.8
May 1998Good7 out of 10270099.4
October 1990Good7 out of 1024087.8