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Virso Road over NS Railway
Map
Coordinates:
+37.08861, -78.40319
37°05'19" N, 78°24'11" W
+37.08861, -78.40319
37°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584960
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584960