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PERRY HILL RD. over PERRY HILL HOMES DITCH

Map

Coordinates:
+32.35056, -86.23861
32°21'02" N, 86°14'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PERRY HILL RD. over PERRY HILL HOMES DITCH
Structure number:012001
Old structure number:0000002151M0100 (from 1992 edition)
Location:2.9 MI.N OF S.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [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: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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:34.0 tons [30.9 metric tons]
Sufficiency rating:79.4
Estimated cost of work:$891,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201679.4FairSatisfactorySatisfactorySatisfactory-9000
July 201479.4FairSatisfactorySatisfactorySatisfactory-9000
July 201279.4FairSatisfactorySatisfactorySatisfactory-9000
July 201079.4FairSatisfactorySatisfactorySatisfactory-9000
July 200879.4FairSatisfactorySatisfactorySatisfactory-9000
June 200659.0FairSatisfactorySatisfactorySatisfactory-9000
June 200459.0GoodGoodGoodGood-9000
August 200259.0GoodGoodGoodGood-9000
August 200059.0GoodGoodGoodGood-9000
July 199859.2GoodGoodGoodGood-9000
July 199659.0GoodGoodGoodGood-9000
December 199459.3GoodGoodGoodGood-9000
October 199258.3GoodGoodGoodGood-9000
August 199065.5GoodGoodGoodGood-9000