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SHARON VIEW ROAD over MCMULLEN CREEK

Map 

Coordinates:
+35.14103, -80.81998
35°08'28" N, 80°49'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:Local (Urban) [19]
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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201484.2Not deficient---7500
June 201279.8Functionally obsolete---10000
June 201079.8Functionally obsolete---10000
July 200879.8Functionally obsolete---10000
March 200679.8Functionally obsolete---10000
April 200483.9Not deficient---10000
July 200279.8Functionally obsolete---10000
August 200079.8Functionally obsolete---10000
March 199879.8Functionally obsolete---10000
May 199099.3Not deficient---10000