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FAIRVIEW AVENUE over GENETTA DITCH

Map 

Coordinates:
+32.35163, -86.31956
32°21'06" N, 86°19'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAIRVIEW AVENUE over GENETTA DITCH
Structure number:004992
Old structure number:0000008851M0080 (from 1992 edition)
Location:0.1 MI.N.OF I65
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1955
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 1988]
Truck traffic:2% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,154,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201465.0Functionally obsolete---25000
September 201252.1Functionally obsolete---25000
September 201052.1Functionally obsolete---25000
September 200852.1Functionally obsolete---25000
September 200653.1Functionally obsolete---25000
August 200453.1Functionally obsolete---25000
August 200253.1Functionally obsolete---25000
October 200053.1Functionally obsolete---25000
September 199853.3Functionally obsolete---25000
August 199653.1Functionally obsolete---25000
June 199453.9Functionally obsolete---25000
August 199252.9Functionally obsolete---25000
April 199060.5Functionally obsolete---25000