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NFA A226 over EAST FORK SHOAL CREEK

Map

Coordinates:
+35.05330, -87.08020
35°03'12" N, 87°04'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A226 over EAST FORK SHOAL CREEK
Structure number:280A2260001
Location:4.25 M E OF MINOR HILL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2016]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:98.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Good7 out of 104098.0
March 2014Fair6 out of 104098.0
March 2012Good7 out of 104098.0
March 2010Good7 out of 104098.0
March 2008Fair6 out of 104098.0
March 2006Good7 out of 104098.0
March 2004Good7 out of 104098.0
April 2002Good7 out of 104098.0
March 2000Good8 out of 104098.0
March 1998Good8 out of 104098.0
May 1996Good8 out of 102097.0
June 1993Good8 out of 102097.0
June 1991Good8 out of 102097.0