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BOAT DOCK ROAD over ALDRIDGE CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+34.57636, -86.56342
34°34'35" N, 86°33'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOAT DOCK ROAD over ALDRIDGE CREEK
Structure number:016289
Location:0.1 MILE EAST 231
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:111.9 ft. [34.1 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2008

Good/Fair/Poor Condition:Fair
Status:Bridge closed to all traffic [K]
Average daily traffic:115 [as of 2007]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:30.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$756,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2008FairFairFairFair11530.9
June 1998FairFairFairFair11541.8