NFA A386 over BRANCH


+36.36503, -87.30213
36°21'54" N, 87°18'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A386 over BRANCH
Structure number:630A3860001
Location:5 M. SE. CUNNINGHAM.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:54°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
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:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:170 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:85.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1017085.8
January 2015Good7 out of 1017088.4
January 2013Good7 out of 1017088.4
January 2011Good7 out of 1017088.4
January 2009Good7 out of 1017088.4
January 2007Good7 out of 1017090.4
April 2005Good7 out of 1017090.4
July 2003Good7 out of 1017090.4
July 2001Good7 out of 1017090.4
July 1999Good7 out of 1017090.4
March 1997Good7 out of 109091.4
March 1995Good7 out of 109091.4
February 1993Fair6 out of 109090.4
February 1991Fair6 out of 109089.4