Carrington Road over Bluestone Creek
Map
Coordinates:
+36.75434, -78.6079236°45'16" N, 78°36'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Carrington Road over Bluestone Creek |
Structure number: | 000000000004880 |
Location: | .34 to Meck CL-1.56 to 15 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 166 [as of 2014] |
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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $878,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 166 | 93.8 |
September 2016 | Good | Good | Good | Good | 166 | 93.8 |
September 2014 | Good | Good | Good | Good | 170 | 93.8 |
September 2012 | Good | Good | Good | Good | 210 | 93.7 |
September 2010 | Good | Good | Good | Good | 210 | 93.7 |
September 2008 | Good | Good | Very Good | Good | 210 | 93.7 |
November 2006 | Good | Good | Very Good | Good | 144 | 95.8 |
October 2004 | Good | Good | Good | Good | 144 | 95.8 |
September 2002 | Good | Good | Very Good | Good | 144 | 95.8 |
October 2000 | Good | Good | Very Good | Good | 118 | 95.8 |
September 1998 | Good | Good | Very Good | Good | 118 | 95.8 |
October 1996 | Good | Good | Very Good | Good | 148 | 95.8 |
September 1994 | Good | Good | Very Good | Very Good | 148 | 95.1 |
August 1992 | Good | Good | Very Good | Very Good | 54 | 99.9 |
July 1990 | Good | Very Good | Very Good | Very Good | 54 | 99.9 |