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FAIRVIEW AVENUE over GENETTA DITCH

Map

Coordinates:
+32.35167, -86.31833
32°21'06" N, 86°19'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: October 2018

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$845,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Fair6 out of 102500065.0
September 2016Fair6 out of 102500065.0
September 2014Fair6 out of 102500065.0
September 2012Fair6 out of 102500052.1
September 2010Fair6 out of 102500052.1
September 2008Fair6 out of 102500052.1
September 2006Fair6 out of 102500053.1
August 2004Good7 out of 102500053.1
August 2002Good7 out of 102500053.1
October 2000Good7 out of 102500053.1
September 1998Good7 out of 102500053.3
August 1996Good7 out of 102500053.1
June 1994Good7 out of 102500053.9
August 1992Good7 out of 102500052.9
April 1990Good7 out of 102500060.5