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MCGEHEE RD over GLADLANE DITCH

Map 

Coordinates:
+32.33651, -86.25196
32°20'11" N, 86°15'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCGEHEE RD over GLADLANE DITCH
Structure number:011918
Old structure number:0000005051M0130 (from 1992 edition)
Location:1.3 MI E OF WOODLEY RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1978
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 1990]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:97.9 tons [89.0 metric tons]
Inventory rating:76.9 tons [69.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$714,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201474.8Functionally obsolete---10500
April 201274.8Functionally obsolete---10500
April 201074.8Functionally obsolete---10500
April 200851.8Functionally obsolete---10500
April 200652.8Functionally obsolete---10500
April 200452.8Functionally obsolete---10500
May 200252.8Functionally obsolete---10500
June 200052.8Functionally obsolete---10500
June 199853.0Functionally obsolete---10500
June 199652.8Functionally obsolete---10500
December 199453.0Functionally obsolete---10500
December 199255.0Functionally obsolete---10500
August 199062.7Functionally obsolete---10500