ROUTE 0311 over CRAIG CREEK
Map
Coordinates:
+37.45114, -80.1130137°27'04" N, 80°06'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 0311 over CRAIG CREEK |
Structure number: | 000000000005469 |
Location: | 0.01 Rt 691-0.11 Rt 618 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 182.1 ft. [55.5 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
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: | 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: | 82.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $72,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 3618 | 82.7 |
October 2016 | Good | Good | Good | Good | 3618 | 81.7 |
October 2014 | Good | Good | Good | Good | 3864 | 81.7 |
October 2012 | Good | Good | Good | Good | 3864 | 81.7 |
October 2010 | Good | Good | Good | Good | 3864 | 81.7 |
October 2008 | Good | Good | Good | Good | 3864 | 82.7 |
November 2006 | Good | Very Good | Good | Good | 3522 | 82.7 |
November 2004 | Good | Very Good | Good | Good | 4366 | 82.7 |
November 2002 | Good | Very Good | Good | Good | 4006 | 82.7 |
November 2000 | Good | Good | Very Good | Very Good | 3086 | 82.7 |
December 1998 | Good | Very Good | Very Good | Very Good | 3086 | 82.7 |
March 1997 | Good | Very Good | Very Good | Very Good | 3000 | 82.7 |
February 1995 | Good | Very Good | Very Good | Very Good | 3200 | 82.8 |
April 1993 | Good | Very Good | Very Good | Very Good | 3200 | 82.8 |
January 1991 | Good | Very Good | Very Good | Very Good | 3125 | 82.8 |