PeacefulValeyRd611 over Barbours Creek
Map
Coordinates:
+37.54752, -80.1222937°32'51" N, 80°07'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PeacefulValeyRd611 over Barbours Creek |
Structure number: | 000000000005493 |
Location: | 0.92-Rt617E; 0.08-Rt617W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 422 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Better than present minimum criteria [7] |
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 condition. [5] |
Sufficiency rating: | 93.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,059,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Satisfactory | Good | 422 | 93.5 |
February 2015 | Fair | Good | Satisfactory | Good | 321 | 93.6 |
February 2013 | Fair | Very Good | Satisfactory | Good | 321 | 93.6 |
February 2011 | Fair | Satisfactory | Satisfactory | Good | 321 | 93.6 |
February 2009 | Fair | Satisfactory | Satisfactory | Good | 321 | 95.6 |
March 2007 | Fair | Good | Satisfactory | Good | 321 | 95.6 |
February 2005 | Fair | Good | Satisfactory | Good | 301 | 95.6 |
February 2003 | Fair | Good | Satisfactory | Good | 301 | 96.0 |
February 2001 | Good | Good | Good | Very Good | 289 | 96.0 |
February 1999 | Good | Good | Good | Good | 289 | 96.0 |
February 1997 | Good | Good | Good | Very Good | 289 | 96.0 |
February 1995 | Good | Very Good | Very Good | Very Good | 289 | 95.2 |
February 1993 | Good | Very Good | Very Good | Very Good | 289 | 95.2 |
February 1991 | Good | Very Good | Very Good | Very Good | 218 | 99.0 |