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PATTON AVE over AUDUBON DITCH

Map 

Coordinates:
+32.33400, -86.29088
32°20'02" N, 86°17'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PATTON AVE over AUDUBON DITCH
Structure number:003293
Old structure number:0000006051M0130 (from 1992 edition)
Location:1.3 MI.E.OF OAK ST.
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 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:3,000 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:47.9 tons [43.5 metric tons]
Inventory rating:28.6 tons [26.0 metric tons]
Sufficiency rating:93.4
Estimated cost of work:$555,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.4Not deficient---3000
May 201293.4Not deficient---3000
May 201077.2Not deficient---3000
May 200877.2Not deficient---3000
May 200677.2Not deficient---3000
May 200477.2Not deficient---3000
May 200277.2Not deficient---3000
July 200077.1Not deficient---3000
July 199877.3Not deficient---3000
July 199677.1Not deficient---3000
November 199477.2Not deficient---3000
November 199277.2Not deficient---3000
August 199084.3Not deficient---3000