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HICKMAN MILLS RD over CREEK

Map 

Coordinates:
+38.94333, -94.53500
38°56'36" N, 94°32'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Posted for load [P]
Average daily traffic:2,431 [as of 2014]
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]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:83.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201483.2Not deficient---2431
March 201283.2Not deficient---2431
April 201082.8Not deficient---3500
March 200882.8Not deficient---3500
January 200682.8Not deficient---3500
March 200482.8Not deficient---3500
July 200282.8Not deficient---3500
July 200082.8Not deficient---3500
June 199883.8Not deficient---3500