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WOODLEY RD. over WHITES SLOUGH

Map 

Coordinates:
+32.30397, -86.24710
32°18'14" N, 86°14'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLEY RD. over WHITES SLOUGH
Structure number:003048
Old structure number:0000001551M0020 (from 1992 edition)
Location:0.2 MI.N.OF S.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:16.1 ft. [4.9 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,100 [as of 1993]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:48.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$337,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201648.6FairFairFairFairFO3100
May 201448.4FairFairFairFairFO3100
May 201348.4FairFairFairFairFO3100
May 201259.8FairFairFairFairFO3100
May 201159.8FairFairFairFairFO3100
May 201059.8FairFairFairFairFO3100
May 200859.8FairFairFairFairFO3100
May 200630.2FairFairFairFairSD3100
May 200441.4FairFairSatisfactorySatisfactorySD3100
May 200242.5FairSatisfactorySatisfactorySatisfactorySD3100
August 200142.5FairSatisfactorySatisfactorySatisfactorySD3100
February 200042.5FairSatisfactorySatisfactorySatisfactorySD3100
February 199842.5FairSatisfactorySatisfactorySatisfactorySD3100
February 199642.3FairSatisfactorySatisfactorySatisfactorySD3100
February 199442.3FairSatisfactorySatisfactorySatisfactorySD3100
February 199342.3FairSatisfactorySatisfactorySatisfactorySD3100
February 199046.7FairSatisfactorySatisfactorySatisfactorySD3000