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NFA A214 over COFFEY BRANCH

Map

Coordinates:
+35.31015, -86.78333
35°18'37" N, 86°46'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A214 over COFFEY BRANCH
Structure number:590A2140007
Location:1.6 MI SW JCT SR129&SR272
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Skew angle:33°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
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:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2019]
Truck traffic:12% 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:73.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$113,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Fair6 out of 1025073.2
July 2016Fair6 out of 1025073.2
July 2014Fair6 out of 1025073.2
July 2012Good7 out of 1025073.2
August 2010Good7 out of 1025073.2
August 2008Good7 out of 1025070.2
August 2006Good7 out of 1025070.2
August 2004Good7 out of 1025070.2
July 2002Good7 out of 1025070.2
August 2000Good7 out of 1025070.2
August 1998Good7 out of 1025066.2
August 1996Good7 out of 1015066.3
April 1994Good7 out of 1015066.3
April 1992Fair6 out of 1015066.3
May 1990Fair6 out of 1015066.3