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PINEY TOP DR. over COFFEY CREEK

Map

Coordinates:
+35.19606, -80.94612
35°11'46" N, 80°56'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINEY TOP DR. over COFFEY CREEK
Structure number:000000001190152
Location:0.05 MI.S.JCT. NC160
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:40.0 ft. [12.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 1991]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:98.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 1080098.9
April 2014Fair6 out of 1080098.9
April 2012Good7 out of 1080099.9
April 2010Good7 out of 1080099.9
April 2008Good7 out of 1080099.9
March 2006Good7 out of 1080099.9
May 2004Good8 out of 1080099.9
July 2002Good8 out of 1080099.9
July 2000Good8 out of 1080099.9
March 1998Good7 out of 1080099.9
October 1991Good8 out of 1080099.9