COUNTY ROUTE 20/3 over PIPESTEM CREEK
Map
Coordinates:
+37.56227, -80.9305337°33'44" N, 80°55'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 20/3 over PIPESTEM CREEK |
Structure number: | 00000000045A045 |
Location: | 0.01 Miles E. of WV 20 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.2 ft. [8.0 m] |
Total length: | 29.2 ft. [8.9 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 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 / HS 20 [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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 33 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 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: | 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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $344,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Good | Fair | 33 | 82.0 |
March 2015 | Fair | Satisfactory | Good | Satisfactory | 30 | 94.0 |
March 2013 | Fair | Satisfactory | Good | Good | 30 | 94.0 |
March 2011 | Good | Good | Very Good | Good | 30 | 94.0 |
March 2009 | Good | Good | Very Good | Good | 30 | 94.0 |
March 2007 | Good | Good | Very Good | Good | 30 | 94.0 |
March 2005 | Good | Good | Very Good | Good | 30 | 94.0 |
March 2003 | Fair | Satisfactory | Good | Good | 30 | 94.0 |
March 2001 | Good | Good | Good | Good | 30 | 94.0 |
March 1999 | Good | Good | Good | Good | 30 | 94.0 |
March 1997 | Poor | Good | Good | Poor | 30 | 63.0 |
March 1995 | Poor | Very Good | Good | Poor | 30 | 59.5 |
March 1993 | Fair | Very Good | Good | Fair | 30 | 71.5 |
March 1991 | Fair | Good | Good | Fair | 30 | 75.5 |