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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 2014 

Status:Posted for load [P]
Average daily traffic:100 [as of 2014]
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]
Evaluation:Structurally deficient [1]
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:$263,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201446.5Structurally deficient---100
October 201346.5Structurally deficient---100
September 201261.5Not deficient---100
September 201069.5Not deficient---100
September 200869.5Not deficient---100
June 200669.5Not deficient---100
November 200469.5Not deficient---100
July 200269.5Not deficient---100
June 200069.5Not deficient---100
October 199869.7Not deficient---55
October 199669.5Not deficient---55
November 199467.5Not deficient---55
November 199253.5Structurally deficient---55
September 199072.6Functionally obsolete---55