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RAYTOWN RD over ROUND GROVE CR

Map

Coordinates:
+39.03239, -94.47159
39°01'57" N, 94°28'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAYTOWN RD over ROUND GROVE CR
Structure number:25457
Location:S 29 T 49 N R 32 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,679 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:90.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10867990.5
April 2014Good7 out of 10867990.5
March 2012Good7 out of 10867990.5
April 2010Good7 out of 101027090.1
March 2008Good7 out of 101027090.1
February 2006Good7 out of 101027090.1
March 2004Good7 out of 101171789.7
June 2002Good7 out of 101171789.7
July 2000Good7 out of 101171789.7