Old Office Road over Mountain Run
Map
Coordinates:
+38.33216, -77.9259738°19'56" N, 77°55'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Old Office Road over Mountain Run |
Structure number: | 000000000012985 |
Location: | 1.17 From 672&1.13 To 663 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 1983 |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 327 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Good | 327 | 89.3 |
December 2016 | Fair | Satisfactory | Satisfactory | Good | 327 | 89.3 |
December 2014 | Fair | Satisfactory | Satisfactory | Good | 340 | 89.3 |
February 2013 | Fair | Satisfactory | Satisfactory | Good | 340 | 89.3 |
February 2011 | Good | Good | Good | Good | 340 | 89.3 |
February 2009 | Good | Good | Good | Good | 340 | 89.3 |
February 2008 | Good | Good | Good | Very Good | 340 | 91.3 |
February 2006 | Good | Good | Good | Very Good | 253 | 91.3 |
February 2004 | Good | Good | Good | Very Good | 253 | 91.3 |
February 2002 | Good | Good | Good | Very Good | 253 | 91.3 |
February 2000 | Good | Good | Good | Very Good | 256 | 91.3 |
February 1998 | Good | Good | Good | Good | 137 | 95.9 |
April 1996 | Good | Good | Good | Good | 256 | 91.3 |
March 1994 | Good | Good | Good | Good | 203 | 95.4 |
February 1992 | Good | Good | Good | Good | 187 | 95.4 |