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MARY TAYLOR ROAD over PINCHGUT CREEK

Map 

Coordinates:
+33.60648, -86.62650
33°36'23" N, 86°37'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARY TAYLOR ROAD over PINCHGUT CREEK
Structure number:012419
Location:MARY TAYLOR * PINCHGUT CK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.5 ft. [3.5 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:33.0 tons [30.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,064,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201479.2Functionally obsolete---1500
November 201279.2Functionally obsolete---1500
November 201079.2Functionally obsolete---1500
November 200879.2Functionally obsolete---1500
October 200680.5Functionally obsolete---1500
November 200480.5Functionally obsolete---1500
August 200280.6Functionally obsolete---1000
September 200080.6Functionally obsolete---1000
November 199880.5Functionally obsolete---1000
September 199680.5Functionally obsolete---1000
September 199480.5Functionally obsolete---1000
September 199280.5Functionally obsolete---1000