UpperCraigCreekRd over Craig Creek
Map
Coordinates:
+37.40368, -80.2033937°24'13" N, 80°12'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UpperCraigCreekRd over Craig Creek |
Structure number: | 000000000005521 |
Location: | 3.20-Rte311; 0.00-Rte620 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 434 [as of 2014] |
Truck traffic: | 1% of total traffic |
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: | 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 95.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 434 | 95.7 |
June 2016 | Good | Good | Good | Good | 434 | 95.7 |
June 2014 | Good | Good | Good | Good | 426 | 95.7 |
June 2012 | Good | Good | Good | Good | 426 | 95.7 |
June 2010 | Good | Good | Good | Good | 426 | 95.7 |
June 2008 | Good | Good | Good | Good | 426 | 95.7 |
June 2006 | Good | Good | Good | Good | 426 | 95.7 |
June 2004 | Good | Good | Good | Very Good | 315 | 95.8 |
August 2002 | Good | Good | Good | Very Good | 315 | 95.8 |
July 2000 | Good | Good | Very Good | Very Good | 151 | 98.9 |
July 1998 | Good | Good | Very Good | Very Good | 151 | 98.9 |
July 1996 | Good | Good | Very Good | Very Good | 298 | 95.8 |
August 1994 | Good | Very Good | Very Good | Very Good | 450 | 94.9 |
July 1992 | Good | Very Good | Very Good | Very Good | 245 | 98.8 |
June 1990 | Good | Very Good | Very Good | Very Good | 358 | 95.0 |