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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:003047
Old structure number:0000001551M0010 (from 1992 edition)
Location:0.1 MI.N.OF S.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:24.0 ft. [7.3 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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:Basically intolerable requiring high priority of replacement [2]
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 conditions; field review indicates action is required. [4]
Operating rating:18.0 tons [16.4 metric tons]
Inventory rating:10.9 tons [9.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$981,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201427.5Structurally deficientFairFairFair3100
May 201327.5Structurally deficientFairFairFair3100
May 201227.5Structurally deficientFairFairFair3100
May 201127.5Structurally deficientFairFairFair3100
May 201027.5Structurally deficientFairFairFair3100
May 200827.5Structurally deficientFairFairFair3100
May 200730.2Structurally deficientFairFairFair3100
May 200630.2Structurally deficientFairFairFair3100
May 200431.4Structurally deficientSatisfactorySatisfactoryFair3100
May 200231.4Structurally deficientSatisfactoryGoodFair3100
August 200131.4Structurally deficientSatisfactoryGoodFair3100
February 200031.4Structurally deficientSatisfactoryGoodFair3100
February 199831.4Structurally deficientSatisfactorySatisfactoryFair3100
September 199631.1Structurally deficientSatisfactorySatisfactoryFair3100
February 199431.3Structurally deficientSatisfactorySatisfactoryFair3100
February 199330.1Structurally deficientSatisfactorySatisfactoryFair3100
February 199034.9Structurally deficientSatisfactorySatisfactoryFair3000