OLD COURTHOUSE RD over WEST CREEEK
Map
Coordinates:
+37.26414, -78.0235037°15'51" N, 78°01'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD COURTHOUSE RD over WEST CREEEK |
Structure number: | 000000000001281 |
Location: | 0.70 Fr 640 & 0.85 To 607 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 77.4 ft. [23.6 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: | 1987 |
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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 219 [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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 219 | 93.7 |
May 2015 | Good | Good | Very Good | Good | 219 | 93.7 |
May 2013 | Good | Good | Good | Good | 171 | 93.8 |
July 2011 | Good | Good | Good | Good | 171 | 93.8 |
June 2009 | Good | Good | Good | Good | 171 | 93.8 |
July 2007 | Good | Good | Good | Good | 156 | 95.8 |
July 2005 | Good | Good | Good | Good | 156 | 95.8 |
July 2003 | Good | Very Good | Good | Very Good | 102 | 95.9 |
July 2001 | Good | Good | Good | Very Good | 102 | 95.9 |
November 1999 | Good | Good | Good | Very Good | 102 | 95.9 |
July 1997 | Good | Very Good | Good | Very Good | 94 | 99.9 |
July 1995 | Good | Good | Good | Good | 55 | 99.9 |
August 1993 | Good | Very Good | Very Good | Very Good | 55 | 99.9 |
July 1991 | Good | Very Good | Very Good | Very Good | 94 | 99.9 |