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HICKMAN MILLS RD over CREEK

Map

Coordinates:
+38.94122, -94.53487
38°56'28" N, 94°32'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN MILLS RD over CREEK
Structure number:25513
Old structure number:S169B211 048 (from 1992 edition)
Location:S 35 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:44.0 ft. [13.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
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:2,431 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:83.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10243183.2
April 2014Good7 out of 10243183.2
March 2012Good7 out of 10243183.2
April 2010Good7 out of 10350082.8
March 2008Good7 out of 10350082.8
January 2006Good7 out of 10350082.8
March 2004Good7 out of 10350082.8
July 2002Good7 out of 10350082.8
July 2000Good7 out of 10350082.8
June 1998Good7 out of 10350083.8