Share:

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 2014 

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:20.9 tons [19.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$468,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201448.4Functionally obsoleteFairFairFair3100
May 201348.4Functionally obsoleteFairFairFair3100
May 201259.8Functionally obsoleteFairFairFair3100
May 201159.8Functionally obsoleteFairFairFair3100
May 201059.8Functionally obsoleteFairFairFair3100
May 200859.8Functionally obsoleteFairFairFair3100
May 200630.2Structurally deficientFairFairFair3100
May 200441.4Structurally deficientFairSatisfactorySatisfactory3100
May 200242.5Structurally deficientSatisfactorySatisfactorySatisfactory3100
August 200142.5Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 200042.5Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 199842.5Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 199642.3Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 199442.3Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 199342.3Structurally deficientSatisfactorySatisfactorySatisfactory3100
February 199046.7Structurally deficientSatisfactorySatisfactorySatisfactory3000