+38.96185, -94.60310
38°57'43" N, 94°36'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:92ND ST over DYKES BR
Structure number:25497
Old structure number:S150B12 048 (from 1992 edition)
Location:S 30 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:50.9 ft. [15.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,069 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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]
Sufficiency rating:89.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10106989.8
April 2014Good7 out of 10106989.8
March 2012Good7 out of 10106989.8
April 2010Good7 out of 10130089.8
March 2008Good7 out of 10130089.8
January 2006Good7 out of 10130089.8
March 2004Good7 out of 10130089.8
June 2002Good7 out of 10130089.8
July 2000Good7 out of 10130089.8
June 1998Good7 out of 10120089.7
September 1990Good7 out of 10100088.8