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DAY ST RD over WEST END DRAINAGE DITCH

Map 

Coordinates:
+32.40583, -86.35889
32°24'21" N, 86°21'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DAY ST RD over WEST END DRAINAGE DITCH
Structure number:013234
Old structure number:0000000551M0050 (from 1992 edition)
Location:0.2 MI S OF DAY ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.0 ft. [6.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 1990]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:73.4 tons [66.7 metric tons]
Inventory rating:44.0 tons [40.0 metric tons]
Sufficiency rating:97.0
Estimated cost of work:$382,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201697.0Not deficient---200
February 201497.0Not deficient---200
February 201287.2Not deficient---200
February 201087.2Not deficient---200
February 200887.2Not deficient---200
February 200688.2Not deficient---200
February 200488.2Not deficient---200
April 200288.2Not deficient---200
May 200088.1Not deficient---200
May 199888.1Not deficient---200
March 199687.8Not deficient---200
September 199487.8Not deficient---200
September 199287.8Not deficient---200
August 199098.0Not deficient---200