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SHARON VIEW ROAD over MCMULLEN CREEK

Map

Coordinates:
+35.14104, -80.82003
35°08'28" N, 80°49'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHARON VIEW ROAD over MCMULLEN CREEK
Structure number:000000001190414
Location:0.01 MI.W.JCT.COLONY RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2012]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2016Fair6 out of 10750084.2
June 2014Fair6 out of 10750084.2
June 2012Good7 out of 101000079.8
June 2010Good7 out of 101000079.8
July 2008Good7 out of 101000079.8
March 2006Good7 out of 101000079.8
April 2004Good7 out of 101000083.9
July 2002Good7 out of 101000079.8
August 2000Good7 out of 101000079.8
March 1998Good7 out of 101000079.8
May 1990Good7 out of 101000099.3