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BIRMINGHAM RD over ROCK CR

Map 

Coordinates:
+39.15458, -94.49805
39°09'16" N, 94°29'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BIRMINGHAM RD over ROCK CR
Structure number:28212
Old structure number:N026B41 024 (from 1992 edition)
Location:S 9 T 50 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,753 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201499.9Not deficient---1753
April 201299.9Not deficient---1753
April 201099.1Not deficient---19500
April 200899.1Not deficient---19500
January 200699.1Not deficient---19500
March 200499.1Not deficient---19500
June 200299.1Not deficient---19500
June 200098.2Not deficient---19500
May 1998100.0Not deficient---200