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AVE W over VALLEY CREEK

Map 

Coordinates:
+33.49262, -86.87211
33°29'33" N, 86°52'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AVE W over VALLEY CREEK
Structure number:003702
Location:AVE W * VALLEY CREEK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:85.3 ft. [26.0 m]
Roadway width between curbs:0.7 ft. [0.2 m]
Deck width edge-to-edge:0.7 ft. [0.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2014]
Truck traffic:1% of total traffic
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,114,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201470.4Functionally obsolete---8000
October 201258.1Functionally obsolete---8000
October 201058.1Functionally obsolete---8000
November 200858.1Functionally obsolete---8000
October 200658.1Functionally obsolete---8000
October 200458.1Functionally obsolete---8000
June 200258.1Functionally obsolete---8000
June 200047.7Functionally obsolete---8000
October 199847.0Functionally obsolete---8000
October 199646.8Functionally obsolete---8000
December 199446.6Functionally obsolete---8000
December 199246.6Functionally obsolete---8000