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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 (1992, 2000, 2010 editions)
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]

2010 Inspection 

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]
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 with "unknown" foundation that has not been evaluated for scour. [U]
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

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:3,100 [as of 1993]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
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:Scour calculation/evaluation has not been made. [6]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$307,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:3,000 [as of 1990]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:16.1 tons [14.6 metric tons]
Inventory rating:11.1 tons [10.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000