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US64 over NICHOLSON CREEK

Map

Coordinates:
+35.22161, -82.74459
35°13'18" N, 82°44'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 over NICHOLSON CREEK
Structure number:000000001750095
Location:.3 MI.W.JCT.SR1346
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:8.9 ft. [2.7 m]
Total length:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1960
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2013]
Truck traffic:12% 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 minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:83.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Good7 out of 101400083.4
August 2014Good7 out of 101400083.4
August 2012Good7 out of 101400083.4
August 2010Good7 out of 101500083.3
August 2008Good7 out of 101600083.2
September 2006Good7 out of 101500083.3
June 2004Good7 out of 101600083.2
August 2002Good7 out of 101600083.2
August 2000Good7 out of 101600083.2
July 1998Good7 out of 101530083.3
May 1990Good8 out of 101360083.8