Craig Valley Rd311 over Craig Creek
Map
Coordinates:
+37.46549, -80.1068337°27'56" N, 80°06'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Craig Valley Rd311 over Craig Creek |
Structure number: | 000000000005470 |
Location: | 0.96-Rte618;1.87-Rte688 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 158.1 ft. [48.2 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,618 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 71.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Good | Fair | 3618 | 71.7 |
March 2016 | Fair | Good | Good | Fair | 3618 | 71.7 |
March 2014 | Fair | Good | Good | Satisfactory | 3864 | 80.7 |
March 2012 | Fair | Good | Good | Satisfactory | 3864 | 79.7 |
March 2010 | Fair | Very Good | Very Good | Satisfactory | 3864 | 82.7 |
February 2008 | Fair | Very Good | Very Good | Satisfactory | 3542 | 82.7 |
February 2006 | Good | Very Good | Very Good | Good | 4446 | 82.7 |
February 2004 | Good | Very Good | Very Good | Good | 4399 | 82.7 |
February 2002 | Good | Very Good | Very Good | Good | 3943 | 82.7 |
February 2000 | Good | Very Good | Very Good | Good | 3086 | 82.7 |
February 1998 | Good | Good | Very Good | Good | 3000 | 82.7 |
January 1996 | Good | Good | Very Good | Good | 2800 | 82.7 |
February 1994 | Good | Very Good | Very Good | Very Good | 3200 | 82.8 |
January 1992 | Good | Very Good | Very Good | Very Good | 3295 | 82.8 |
January 1990 | Good | Very Good | Very Good | Very Good | 3295 | 82.8 |