+32.36712, -86.24777
32°22'02" N, 86°14'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:008773
Old structure number:0000003651M0110 (from 1992 edition)
Location:0.3 MI.W.OF PERRY HILL RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:97.9 tons [89.0 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$566,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201477.6Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
July 201277.6Functionally obsoleteSatisfactoryGoodSatisfactory3500
July 201055.9Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
July 200855.9Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
July 200656.9Functionally obsoleteGoodGoodGood3500
July 200456.9Functionally obsoleteGoodGoodGood3500
August 200256.9Functionally obsoleteGoodGoodGood3500
June 200056.9Functionally obsoleteGoodGoodGood3500
June 199856.8Functionally obsoleteGoodGoodGood3500
June 199656.6Functionally obsoleteGoodGoodGood3500
October 199456.5Functionally obsoleteGoodGoodGood3500
October 199255.5Functionally obsoleteGoodGoodGood3500
August 199062.7Functionally obsoleteGoodGoodGood3500