WRIGHTS MILL RD over DRY MARSH
Map
Coordinates:
+39.19254, -78.0691139°11'33" N, 78°04'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WRIGHTS MILL RD over DRY MARSH |
Structure number: | 000000000005444 |
Location: | 0.10 TO 664 - 0.50 TO 660 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 32.5 ft. [9.9 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Year reconstructed: | 2013 |
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: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 174 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 92.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 174 | 92.0 |
June 2015 | Good | Very Good | Very Good | Very Good | 174 | 84.7 |
June 2013 | Good | Excellent | Excellent | Very Good | 125 | 81.7 |
December 2012 | Poor | Good | Poor | Good | 125 | 57.2 |
December 2011 | Poor | Good | Poor | Good | 125 | 64.4 |
January 2010 | Fair | Good | Fair | Very Good | 125 | 80.5 |
January 2008 | Good | Very Good | Good | Very Good | 125 | 91.5 |
January 2006 | Good | Very Good | Very Good | Very Good | 125 | 91.5 |
December 2003 | Good | Very Good | Very Good | Very Good | 125 | 91.5 |
January 2002 | Good | Very Good | Very Good | Very Good | 125 | 91.5 |
January 2000 | Good | Very Good | Very Good | Very Good | 66 | 97.0 |
December 1997 | Good | Very Good | Very Good | Very Good | 160 | 91.5 |
December 1995 | Good | Very Good | Very Good | Very Good | 160 | 91.5 |
December 1993 | Good | Very Good | Very Good | Very Good | 67 | 97.0 |
December 1991 | Good | Good | Very Good | Very Good | 67 | 97.0 |
January 1990 | Good | Good | Very Good | Very Good | 63 | 97.0 |