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HICKMAN MILLS DR over CREEK

Map

Coordinates:
+38.95069, -94.53650
38°57'02" N, 94°32'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN MILLS DR over CREEK
Structure number:25505
Old structure number:S154B31 048 (from 1992 edition)
Location:S 26 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:53.2 ft. [16.2 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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:2,663 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10266399.9
April 2014Good7 out of 10266399.9
March 2012Good7 out of 10266399.9
April 2010Good7 out of 10390099.8
March 2008Good7 out of 10390099.8
January 2006Good7 out of 10390099.8
March 2004Good7 out of 10390099.8
June 2002Good7 out of 10390099.8
July 2000Good7 out of 10390099.6
June 1998Good7 out of 10539099.5
June 1996Good7 out of 10539099.5
September 1994Good7 out of 10539099.6
December 1992Good9 out of 10539099.6