BLUE RIDGE PARKWAY over VA ROUTE 130 & OTTER CRE
Map
Coordinates:
+37.57314, -79.3508637°34'23" N, 79°21'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLUE RIDGE PARKWAY over VA ROUTE 130 & OTTER CRE |
Structure number: | 5140014P0000000 |
Location: | 2.2 MILES TO VA ROUTE 501 |
Purpose: | Carries highway over highway and waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 89.6 ft. [27.3 m] |
Total length: | 308.1 ft. [93.9 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 51° |
Owner: | National Park Service [66] |
Year built: | 1958 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for other load-capacity restriction [R] |
Average daily traffic: | 474 [as of 2012] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.5 |
Estimated cost of work: | $950,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 73.0 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.3 |
September 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.3 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 71.5 |
November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 474 | 81.2 |
August 1998 | Fair | Satisfactory | Good | Very Good | 474 | 81.2 |