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HICKMAN MILLS DR over CREEK

Map 

Coordinates:
+38.95069, -94.53650
38°57'02" N, 94°32'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,663 [as of 2014]
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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201499.9Not deficient---2663
March 201299.9Not deficient---2663
April 201099.8Not deficient---3900
March 200899.8Not deficient---3900
January 200699.8Not deficient---3900
March 200499.8Not deficient---3900
June 200299.8Not deficient---3900
July 200099.6Not deficient---3900
June 199899.5Not deficient---5390
June 199699.5Not deficient---5390
September 199499.6Not deficient---5390
December 199299.6Not deficient---5390