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MCGEHEE RD over HANNON SLOUGH

Map 

Coordinates:
+32.32916, -86.24266
32°19'45" N, 86°14'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCGEHEE RD over HANNON SLOUGH
Structure number:007051
Old structure number:0000005051M0020 (from 1992 edition)
Location:0.25 MI E OF WOODLEY RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 1990]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:51.0 tons [46.4 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:91.1
Estimated cost of work:$664,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201491.1Not deficient---8000
May 201291.1Not deficient---8000
May 201072.5Not deficient---8000
May 200872.5Not deficient---8000
May 200672.5Not deficient---8000
May 200472.5Not deficient---8000
May 200272.5Not deficient---8000
May 200072.5Not deficient---8000
April 199872.7Not deficient---8000
June 199672.5Not deficient---8000
December 199475.7Not deficient---8000
November 199275.7Not deficient---8000
August 199082.8Not deficient---8000