Roanoke Station Rd over Sandy Creek
Map
Coordinates:
+36.84922, -78.6285236°50'57" N, 78°37'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Roanoke Station Rd over Sandy Creek |
Structure number: | 000000000024069 |
Location: | 0.30 to 685 - 1.00 to 608 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.4 ft. [11.7 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 139 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 86.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Very Good | Good | 139 | 86.0 |
December 2016 | Good | Good | Very Good | Good | 139 | 86.0 |
December 2014 | Good | Good | Very Good | Good | 140 | 86.0 |
December 2012 | Good | Good | Very Good | Good | 250 | 85.9 |
December 2010 | Good | Good | Very Good | Good | 250 | 85.9 |
December 2008 | Good | Good | Very Good | Good | 251 | 82.4 |
December 2006 | Good | Very Good | Very Good | Very Good | 251 | 84.4 |
January 2005 | Good | Very Good | Very Good | Very Good | 251 | 84.5 |
November 2002 | Good | Very Good | Very Good | Very Good | 262 | 84.5 |
November 2000 | Good | Very Good | Very Good | Very Good | 262 | 83.0 |
November 1998 | Good | Very Good | Very Good | Very Good | 262 | 83.0 |
November 1996 | Good | Very Good | Very Good | Very Good | 281 | 83.0 |
November 1994 | Good | Excellent | Excellent | Excellent | 308 | 83.0 |