Virso Road over NS Railway
Map
Coordinates:
+37.08861, -78.4031937°05'19" N, 78°24'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Virso Road over NS Railway |
Structure number: | 000000000027743 |
Location: | 0.10-Rt.360 / 0.50-Rt.737 |
Purpose: | Carries highway over railroad |
Route classification: | Local (Rural) [09] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 18° |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
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: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 730 [as of 2017] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,357,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 730 | 88.0 |
November 2017 | Good | Very Good | Good | Good | 732 | 88.0 |
November 2016 | Good | Very Good | Good | Good | 732 | 79.1 |
November 2015 | Good | Good | Good | Good | 732 | 79.1 |
November 2014 | Good | Good | Good | Good | 780 | 72.2 |
November 2013 | Good | Good | Good | Good | 690 | 79.1 |
November 2012 | Good | Good | Good | Good | 690 | 79.1 |
November 2011 | Good | Good | Good | Good | 690 | 79.1 |
November 2010 | Good | Good | Good | Good | 690 | 79.1 |
November 2009 | Good | Very Good | Very Good | Very Good | 690 | 89.0 |
November 2008 | Good | Very Good | Very Good | Very Good | 686 | 89.0 |
November 2007 | Good | Very Good | Very Good | Very Good | 686 | 89.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 686 | 89.0 |
November 2005 | Good | Excellent | Excellent | Very Good | 686 | 89.0 |