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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 2014 

Status:Open, no restriction [A]
Average daily traffic:680 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.7 tons [68.8 metric tons]
Inventory rating:45.3 tons [41.2 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$699,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201496.9Not deficient---680
June 201296.9Not deficient---680
June 201096.9Not deficient---680
June 200896.9Not deficient---680
September 200696.9Not deficient---680
September 200496.9Not deficient---680
September 200296.9Not deficient---680
December 200096.9Not deficient---680
November 199896.9Not deficient---680
December 199696.9Not deficient---670
December 199497.0Not deficient---650
January 199397.0Not deficient---550
January 199197.0Not deficient---450