Share:

PINEY TOP DR. over COFFEY CREEK

Map

Coordinates:
+35.19697, -80.94551
35°11'49" N, 80°56'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:98.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201698.9Fair6 out of 10-800
April 201498.9Fair6 out of 10-800
April 201299.9Good7 out of 10-800
April 201099.9Good7 out of 10-800
April 200899.9Good7 out of 10-800
March 200699.9Good7 out of 10-800
May 200499.9Good8 out of 10-800
July 200299.9Good8 out of 10-800
July 200099.9Good8 out of 10-800
March 199899.9Good7 out of 10-800
October 199199.9Good8 out of 10-800