Upper Craig Crk Rd over Craig Creek
Map
Coordinates:
+37.40807, -80.1774637°24'29" N, 80°10'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Upper Craig Crk Rd over Craig Creek |
Structure number: | 000000000005528 |
Location: | 1.70-Rte311;1.50-Rte620 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 434 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Satisfactory | 434 | 88.6 |
June 2016 | Fair | Satisfactory | Good | Satisfactory | 434 | 88.6 |
June 2014 | Fair | Satisfactory | Good | Good | 531 | 88.5 |
June 2012 | Fair | Satisfactory | Good | Good | 531 | 88.5 |
June 2010 | Fair | Satisfactory | Good | Good | 531 | 88.5 |
June 2008 | Fair | Satisfactory | Good | Good | 531 | 88.5 |
June 2006 | Fair | Fair | Good | Good | 531 | 87.5 |
June 2004 | Fair | Fair | Good | Good | 498 | 84.6 |
July 2002 | Fair | Fair | Good | Good | 498 | 84.6 |
July 2000 | Fair | Fair | Good | Satisfactory | 471 | 84.6 |
July 1998 | Fair | Fair | Good | Satisfactory | 471 | 84.6 |
July 1996 | Fair | Fair | Good | Satisfactory | 471 | 84.6 |
August 1994 | Fair | Fair | Good | Good | 450 | 76.1 |
July 1992 | Fair | Fair | Very Good | Good | 371 | 77.1 |
June 1990 | Fair | Satisfactory | Very Good | Good | 358 | 78.2 |