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HICKMAN MILLS RD over CREEK

Map 

Coordinates:
+38.92333, -94.52333
38°55'24" N, 94°31'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,873 [as of 2014]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:90.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201490.0Not deficient---2873
March 201290.0Not deficient---2873
April 201089.2Not deficient---5800
April 200889.2Not deficient---5800
March 200689.2Not deficient---5800
March 200489.2Not deficient---5800
June 200289.2Not deficient---5800
July 200089.2Not deficient---5800
June 199889.2Not deficient---5800
September 199096.9Not deficient---4800