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ASPEN AVE over BRANCH

Map

Coordinates:
+33.45000, -86.91667
33°27'00" N, 86°55'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ASPEN AVE over BRANCH
Structure number:001424
Old structure number:0000001137M0090 (from 1992 edition)
Location:ASPEN AVE * WIGGINS PARK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.3 ft. [6.2 m]
Total length:20.3 ft. [6.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:46.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$188,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201646.5Poor4 out of 10SD100
May 201446.5Poor4 out of 10SD100
October 201346.5Poor4 out of 10SD100
September 201261.5Fair5 out of 10-100
September 201069.5Fair5 out of 10-100
September 200869.5Fair5 out of 10-100
June 200669.5Fair5 out of 10-100
November 200469.5Fair5 out of 10-100
July 200269.5Fair5 out of 10-100
June 200069.5Fair5 out of 10-100
October 199869.7Fair5 out of 10-55
October 199669.5Fair5 out of 10-55
November 199467.5Fair5 out of 10-55
November 199253.5Poor4 out of 10SD55
September 199072.6Fair5 out of 10FO55