Pine Stake Road over Mountain Run
Map
Coordinates:
+38.31434, -77.9529638°18'52" N, 77°57'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Pine Stake Road over Mountain Run |
Structure number: | 000000000012981 |
Location: | 2.20 From 602 &.20 To 522 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,377 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 91.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1377 | 91.1 |
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1377 | 91.1 |
March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1381 | 91.1 |
March 2012 | Fair | Satisfactory | Satisfactory | Good | 1381 | 85.0 |
March 2010 | Fair | Satisfactory | Satisfactory | Good | 1381 | 85.0 |
March 2008 | Good | Good | Good | Good | 1381 | 88.0 |
March 2006 | Good | Good | Good | Good | 1381 | 88.0 |
March 2004 | Good | Good | Good | Good | 1011 | 88.3 |
March 2002 | Good | Good | Good | Good | 901 | 89.3 |
March 2000 | Good | Good | Good | Good | 719 | 93.2 |
March 1998 | Good | Good | Good | Good | 719 | 93.2 |
April 1996 | Good | Good | Good | Good | 719 | 93.2 |
April 1994 | Good | Good | Good | Good | 266 | 93.5 |
March 1992 | Good | Good | Good | Good | 234 | 93.6 |