+36.55642, -85.01302
36°33'23" N, 85°00'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A048 over CANEY CREEK
Structure number:250A0480001
Location:.5 MI SOUTH OF US 127
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2017]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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]
Sufficiency rating:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Good7 out of 106099.0
August 2014Good7 out of 106099.0
August 2012Good7 out of 106099.0
July 2010Good7 out of 106099.0
July 2008Good7 out of 106099.0
August 2006Good8 out of 106099.0
September 2004Good8 out of 106099.0
August 2002Good8 out of 106099.0
August 2000Good8 out of 106099.0
July 1998Good8 out of 106099.0
June 1996Good8 out of 106098.0
June 1994Good8 out of 106098.0
July 1992Good8 out of 106098.0
July 1990Good8 out of 106098.0