JOHN MOSBY HWY-SBL over SHENANDOAH RIVER & RT622
Map
Coordinates:
+39.04229, -78.0004839°02'32" N, 78°00'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JOHN MOSBY HWY-SBL over SHENANDOAH RIVER & RT622 |
Structure number: | 000000000005381 |
Location: | 0.10 TO 638 - 0.25 TO 622 |
Purpose: | Carries highway over highway and waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 171.9 ft. [52.4 m] |
Total length: | 1095.2 ft. [333.8 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,553 [as of 2014] |
Truck traffic: | 3% of total traffic |
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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 6553 | 95.4 |
August 2015 | Fair | Satisfactory | Good | Good | 6553 | 96.4 |
August 2013 | Fair | Satisfactory | Good | Good | 7501 | 96.3 |
August 2011 | Fair | Satisfactory | Good | Good | 7501 | 97.3 |
August 2009 | Fair | Satisfactory | Good | Good | 7501 | 97.3 |
February 2008 | Good | Good | Good | Good | 7080 | 97.3 |
December 2005 | Good | Very Good | Good | Very Good | 6578 | 97.4 |
December 2003 | Good | Very Good | Good | Very Good | 8599 | 97.2 |
December 2001 | Good | Good | Good | Very Good | 8132 | 97.2 |
November 1999 | Good | Good | Good | Very Good | 8268 | 95.2 |
October 1997 | Good | Good | Good | Very Good | 6500 | 95.4 |
August 1995 | Good | Good | Good | Very Good | 6500 | 95.5 |
September 1993 | Good | Good | Good | Very Good | 6300 | 95.5 |
September 1991 | Good | Good | Good | Good | 4520 | 95.7 |
September 1989 | Good | Good | Good | Good | 4660 | 95.6 |