BLUE RIDGE PARKWAY over BIG PINE CREEK
Map
Coordinates:
+36.49695, -80.9645336°29'49" N, 80°57'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLUE RIDGE PARKWAY over BIG PINE CREEK |
Structure number: | 5140077P0000000 |
Old structure number: | 5140076P0000000 (from 1992 edition) |
Location: | 1.3 MILES FROM NC ROUTE 1 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 26.6 ft. [8.1 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Skew angle: | 22° |
Owner: | National Park Service [66] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,347 [as of 2013] |
Truck traffic: | 13% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 69.0 |
Estimated cost of work: | $333,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Satisfactory | 1347 | 69.0 |
June 2017 | Poor | Poor | Poor | Satisfactory | 1347 | 51.6 |
June 2015 | Fair | Fair | Fair | Satisfactory | 1347 | 69.0 |
June 2013 | Poor | Poor | Poor | Satisfactory | 1347 | 51.6 |
June 2011 | Poor | Poor | Poor | Satisfactory | 1347 | 51.6 |
June 2009 | Poor | Fair | Poor | Good | 1347 | 53.8 |
July 2007 | Fair | Fair | Fair | Good | 1347 | 71.0 |
August 2005 | Fair | Fair | Fair | Good | 1347 | 73.2 |
July 2003 | Fair | Fair | Fair | Good | 1347 | 73.2 |
June 2001 | Fair | Fair | Fair | Good | 1347 | 73.2 |