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FAIRVIEW ROAD over MCMULLEN CREEK

Map 

Coordinates:
+35.14729, -80.81313
35°08'50" N, 80°48'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAIRVIEW ROAD over MCMULLEN CREEK
Structure number:000000001190421
Location:.35 MI.E.JCT.COLONY ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:77.1 ft. [23.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:29,000 [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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.7Not deficient---29000
April 201268.8Not deficient---38800
April 201080.6Not deficient---38800
April 200881.8Not deficient---28200
March 200681.8Not deficient---28200
April 200481.8Not deficient---28200
July 200281.8Not deficient---28200
August 200081.8Not deficient---28200
March 199881.8Not deficient---28200
June 199098.7Not deficient---17000