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WOODLEY ROAD over DRAINAGE RELIEF

Map 

Coordinates:
+32.28299, -86.22163
32°16'59" N, 86°13'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLEY ROAD over DRAINAGE RELIEF
Structure number:013283
Old structure number:0000001551M000A (from 1992 edition)
Location:0.9 MI.S VIG. LP. RD.
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1991]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.2 tons [66.5 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:81.0
Estimated cost of work:$1,428,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201681.0GoodGoodGoodGood-5000
January 201481.0GoodGoodGoodGood-5000
January 201281.0GoodGoodGoodGood-5000
January 201081.0GoodGoodGoodGood-5000
December 200881.0GoodVery GoodVery GoodVery Good-5000
October 200683.0GoodVery GoodVery GoodVery Good-5000
December 200483.0GoodVery GoodGoodVery Good-5000
November 200283.0GoodVery GoodGoodVery Good-5000
November 200083.0GoodVery GoodVery GoodVery Good-5000
February 199983.0GoodVery GoodVery GoodVery Good-5000
December 199683.0GoodVery GoodVery GoodVery Good-5000
December 199383.0GoodVery GoodVery GoodVery Good-5000
February 199183.0GoodVery GoodVery GoodVery Good-5000