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COYS DRIVE over BRANCH

Map 

Coordinates:
+34.62207, -86.53482
34°37'19" N, 86°32'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COYS DRIVE over BRANCH
Structure number:013408
Old structure number:0000024545M0070 (from 1992 edition)
Location:13010 COYS DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:27.9 ft. [8.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:75.6 tons [68.7 metric tons]
Inventory rating:45.3 tons [41.2 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$509,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 2016100.0Fair6 out of 10-400
June 201496.9Good7 out of 10-680
June 201296.9Good7 out of 10-680
June 201096.9Good7 out of 10-680
June 200896.9Good7 out of 10-680
September 200696.9Good7 out of 10-680
September 200496.9Good7 out of 10-680
September 200296.9Good7 out of 10-680
December 200096.9Good7 out of 10-680
November 199896.9Good7 out of 10-680
December 199696.9Good7 out of 10-670
December 199497.0Good7 out of 10-650
January 199397.0Good7 out of 10-550
January 199197.0Good7 out of 10-450