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HICKMAN MILLS RD over CREEK

Map

Coordinates:
+38.93010, -94.52569
38°55'48" N, 94°31'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN MILLS RD over CREEK
Structure number:25521
Old structure number:S178B13 048 (from 1992 edition)
Location:S 2 T 47 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
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:Open, no restriction [A]
Average daily traffic:2,873 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:90.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10287390.0
April 2014Good7 out of 10287390.0
March 2012Good7 out of 10287390.0
April 2010Good7 out of 10580089.2
April 2008Good7 out of 10580089.2
March 2006Fair6 out of 10580089.2
March 2004Fair6 out of 10580089.2
June 2002Fair6 out of 10580089.2
July 2000Fair6 out of 10580089.2
June 1998Fair6 out of 10580089.2
September 1990Fair6 out of 10480096.9