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ASHEFORD GREENE DR over UNNAMED CREEK

Map 

Coordinates:
+35.39672, -80.63906
35°23'48" N, 80°38'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASHEFORD GREENE DR over UNNAMED CREEK
Structure number:000000000250347
Location:.4MI.S.JCT.WEDDINGTON RD.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:5.9 ft. [1.8 m]
Total length:25.9 ft. [7.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Steel [3]
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:100 [as of 1995]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:100.0

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 2016100.0Fair6 out of 10-100
April 2014100.0Fair6 out of 10-100
April 2012100.0Fair6 out of 10-100
April 2010100.0Good7 out of 10-100
April 2008100.0Good7 out of 10-100
March 2006100.0Good7 out of 10-100
June 2004100.0Good7 out of 10-100
April 2002100.0Good7 out of 10-100
April 2000100.0Good7 out of 10-100
April 1998100.0Good7 out of 10-100