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VANDERBILT RD over VILLAGE CREEK

Map 

Coordinates:
+33.54330, -86.79194
33°32'36" N, 86°47'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VANDERBILT RD over VILLAGE CREEK
Structure number:000080
Location:VANDERBILT RD * VILLAGE C
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1914
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2016]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:67.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$886,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201667.5FairSatisfactorySatisfactorySatisfactoryFO7500
June 201467.5FairSatisfactorySatisfactorySatisfactoryFO7500
August 201255.2FairSatisfactorySatisfactorySatisfactoryFO7500
October 201055.2FairSatisfactorySatisfactorySatisfactoryFO7500
October 200855.2FairSatisfactorySatisfactorySatisfactoryFO7500
April 200655.2FairSatisfactorySatisfactorySatisfactoryFO7500
October 200455.2FairSatisfactorySatisfactorySatisfactoryFO7500
July 200255.3FairSatisfactorySatisfactorySatisfactoryFO7000
September 200055.3FairSatisfactorySatisfactorySatisfactoryFO7000
September 199854.8FairSatisfactorySatisfactorySatisfactoryFO7000
December 199654.6FairSatisfactorySatisfactorySatisfactoryFO7000
December 199454.5FairSatisfactorySatisfactorySatisfactoryFO7000
December 19922.0PoorSeriousSeriousSatisfactorySD7000