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AUDUBON RD. over AUDUBON DITCH

Map 

Coordinates:
+32.33706, -86.29055
32°20'13" N, 86°17'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AUDUBON RD. over AUDUBON DITCH
Structure number:003280
Old structure number:0000005651M0080 (from 1992 edition)
Location:0.1 MI S OF PORTLAND ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:88.9
Estimated cost of work:$606,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201488.9Not deficient---1000
May 201275.9Not deficient---1000
May 201075.9Not deficient---1000
May 200875.9Not deficient---1000
May 200675.9Not deficient---1000
May 200475.9Not deficient---1000
May 200275.9Not deficient---1000
May 200075.9Not deficient---1000
April 199876.1Not deficient---1000
July 199675.9Not deficient---1000
November 199476.0Not deficient---1000
November 199276.0Not deficient---1000
August 199083.0Not deficient---1000