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HICKMAN MILLS DR S over UNKNOWN

Map

Coordinates:
+38.93058, -94.52561
38°55'50" N, 94°31'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN MILLS DR S over UNKNOWN
Structure number:31082
Location:S 35 T 48 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:26.6 ft. [8.1 m]
Owner:State Highway Agency [01]
Year built:2005
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,522 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:84.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good7 out of 10352284.6
November 2015Good7 out of 10332084.6
November 2013Good8 out of 10332084.6
November 2011Good8 out of 10244484.7
November 2009Good9 out of 101100083.8
January 2008Good9 out of 101100083.8
June 2005Good9 out of 101100083.8