UpperCraigCrkRd621 over Craig Creek
Map
Coordinates:
+37.40285, -80.2056237°24'10" N, 80°12'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UpperCraigCrkRd621 over Craig Creek |
Structure number: | 000000000005522 |
Location: | 0.10-Rte620;0.65-Rte651 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 373 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 65.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,015,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 373 | 65.9 |
May 2016 | Fair | Satisfactory | Good | Fair | 373 | 65.9 |
May 2014 | Fair | Satisfactory | Good | Fair | 426 | 65.8 |
May 2012 | Fair | Satisfactory | Good | Fair | 426 | 65.8 |
May 2010 | Fair | Good | Good | Fair | 426 | 68.8 |
May 2008 | Fair | Good | Good | Fair | 426 | 68.8 |
May 2006 | Fair | Good | Good | Fair | 426 | 68.8 |
May 2004 | Fair | Good | Very Good | Fair | 315 | 69.1 |
May 2002 | Fair | Very Good | Very Good | Satisfactory | 315 | 80.2 |
May 2000 | Fair | Very Good | Very Good | Satisfactory | 298 | 80.3 |
May 1998 | Fair | Very Good | Very Good | Satisfactory | 298 | 77.3 |
June 1996 | Fair | Excellent | Excellent | Satisfactory | 298 | 77.3 |
June 1994 | Fair | Good | Fair | Fair | 450 | 61.5 |
June 1992 | Fair | Good | Fair | Fair | 245 | 66.3 |
June 1990 | Fair | Good | Fair | Fair | 234 | 66.3 |