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HARRISION RD over SHERWOOD DITCH

Map

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

Facts

Name:HARRISION RD over SHERWOOD DITCH
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 2016

Good/Fair/Poor Condition:Fair
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:97.8 tons [88.9 metric tons]
Inventory rating:59.7 tons [54.3 metric tons]
Sufficiency rating:77.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$403,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201677.6FairSatisfactorySatisfactorySatisfactoryFO3500
July 201477.6FairSatisfactorySatisfactorySatisfactoryFO3500
July 201277.6FairSatisfactoryGoodSatisfactoryFO3500
July 201055.9FairSatisfactorySatisfactorySatisfactoryFO3500
July 200855.9FairSatisfactorySatisfactorySatisfactoryFO3500
July 200656.9GoodGoodGoodGoodFO3500
July 200456.9GoodGoodGoodGoodFO3500
August 200256.9GoodGoodGoodGoodFO3500
June 200056.9GoodGoodGoodGoodFO3500
June 199856.8GoodGoodGoodGoodFO3500
June 199656.6GoodGoodGoodGoodFO3500
October 199456.5GoodGoodGoodGoodFO3500
October 199255.5GoodGoodGoodGoodFO3500
August 199062.7GoodGoodGoodGoodFO3500