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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2016]
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:54.8 tons [49.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$772,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201679.2Fair6 out of 10FO1500
September 201479.2Fair6 out of 10FO1500
November 201279.2Fair6 out of 10FO1500
November 201079.2Fair6 out of 10FO1500
November 200879.2Fair6 out of 10FO1500
October 200680.5Fair6 out of 10FO1500
November 200480.5Fair6 out of 10FO1500
August 200280.6Fair6 out of 10FO1000
September 200080.6Fair6 out of 10FO1000
November 199880.5Fair6 out of 10FO1000
September 199680.5Fair6 out of 10FO1000
September 199480.5Fair6 out of 10FO1000
September 199280.5Fair6 out of 10FO1000