Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,203,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201467.5Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
August 201255.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
October 201055.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
October 200855.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
April 200655.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
October 200455.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7500
July 200255.3Functionally obsoleteSatisfactorySatisfactorySatisfactory7000
September 200055.3Functionally obsoleteSatisfactorySatisfactorySatisfactory7000
September 199854.8Functionally obsoleteSatisfactorySatisfactorySatisfactory7000
December 199654.6Functionally obsoleteSatisfactorySatisfactorySatisfactory7000
December 199454.5Functionally obsoleteSatisfactorySatisfactorySatisfactory7000
December 19922.0Structurally deficientSeriousSeriousSatisfactory7000