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WASHINGTON ST over DYKES BR

Map

Coordinates:
+38.95927, -94.59704
38°57'33" N, 94°35'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WASHINGTON ST over DYKES BR
Structure number:25496
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:935 [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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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 1093589.8
May 2014Good7 out of 1093589.8
March 2012Good7 out of 1093589.8
April 2010Good7 out of 10150089.8
March 2008Good7 out of 10150089.8
January 2006Good7 out of 10150089.8
March 2004Good7 out of 10150089.8
June 2002Good7 out of 10150089.8
June 2000Good7 out of 10150089.8