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SHARON ROAD over BRIAR CREEK

Map

Coordinates:
+35.17989, -80.82919
35°10'48" N, 80°49'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHARON ROAD over BRIAR CREEK
Structure number:000000001190413
Location:0.6 MI.N.JCT.WENDOVER RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:51.8 ft. [15.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2012]
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 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]
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:96.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 101300096.3
April 2014Good7 out of 101300096.3
April 2012Good7 out of 102710092.4
April 2010Good7 out of 102710092.4
April 2008Good7 out of 102710092.4
March 2006Good7 out of 102710092.4
April 2004Good7 out of 102710092.4
July 2002Good7 out of 102710092.4
July 2000Good7 out of 102710092.4
March 1998Good7 out of 102710092.4
May 1990Fair6 out of 101300095.1