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NC80 over WHITEOAK CREEK

Map

Coordinates:
+35.82743, -82.18738
35°49'39" N, 82°11'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC80 over WHITEOAK CREEK
Structure number:000000001990045
Old structure number:000000000199045 (from 1992 edition)
Location:0.1 MI.S.JCT SR1156
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:93.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 10190093.4
July 2015Good7 out of 10260091.0
July 2013Good7 out of 10150093.7
July 2011Good7 out of 10180092.6
August 2009Good8 out of 10170094.1
October 2007Good8 out of 10180093.7
January 2006Good8 out of 10180093.7
August 2003Good8 out of 10230092.0
July 2001Good8 out of 10230092.0
October 1999Good8 out of 10190093.4
July 1997Good8 out of 10140095.1
August 1995Good8 out of 10180093.7
July 1993Good8 out of 10130098.0
May 1991Good8 out of 10120098.2