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FAP 84 over COPELAND CREEK

Map

Coordinates:
+36.33625, -85.30858
36°20'10" N, 85°18'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 84 over COPELAND CREEK
Structure number:67SR0840007
Location:3.1 MI.S.OF LIVINGSTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:15.1 ft. [4.6 m]
Total length:50.9 ft. [15.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2017]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:76.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 10370076.0
November 2016Good7 out of 10365075.0
July 2015Good7 out of 10365074.0
July 2013Good7 out of 10349082.1
July 2011Good7 out of 10332082.8
July 2009Good7 out of 10327083.0
July 2007Good7 out of 10388081.5
June 2005Good7 out of 10386081.5
June 2003Good7 out of 10379081.5
June 2001Good7 out of 10365081.5
August 1999Good7 out of 10535081.5
January 1998Good7 out of 10260085.8
January 1996Good7 out of 10350082.1
January 1994Good7 out of 10225087.2
January 1992Good7 out of 10230087.0