Westview Farm Road over Little Horsepen Creek
Map
Coordinates:
+36.91494, -78.6245936°54'54" N, 78°37'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Westview Farm Road over Little Horsepen Creek |
Structure number: | 000000000004911 |
Location: | 0.80 to 606 - 0.60 to 612 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 204 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 48.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $463,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Fair | 204 | 48.3 |
October 2017 | Fair | Fair | Fair | Fair | 204 | 48.3 |
October 2016 | Fair | Fair | Fair | Fair | 204 | 48.3 |
October 2015 | Fair | Fair | Fair | Fair | 204 | 48.3 |
October 2014 | Fair | Fair | Fair | Fair | 200 | 48.3 |
October 2013 | Fair | Fair | Fair | Fair | 259 | 43.7 |
October 2012 | Fair | Fair | Fair | Fair | 259 | 43.7 |
October 2011 | Fair | Fair | Satisfactory | Fair | 259 | 54.5 |
October 2010 | Fair | Fair | Satisfactory | Fair | 259 | 54.5 |
October 2009 | Fair | Fair | Satisfactory | Fair | 259 | 54.5 |
October 2008 | Fair | Fair | Satisfactory | Fair | 259 | 54.5 |
November 2007 | Fair | Fair | Satisfactory | Fair | 259 | 57.5 |
October 2006 | Fair | Fair | Satisfactory | Fair | 209 | 62.0 |
December 2005 | Fair | Fair | Satisfactory | Fair | 209 | 62.0 |
December 2004 | Fair | Satisfactory | Satisfactory | Fair | 209 | 63.1 |
October 2003 | Fair | Satisfactory | Satisfactory | Fair | 209 | 62.1 |
November 2002 | Fair | Satisfactory | Satisfactory | Fair | 209 | 62.1 |
October 2001 | Fair | Fair | Satisfactory | Fair | 209 | 54.0 |
November 2000 | Fair | Fair | Satisfactory | Fair | 179 | 54.0 |
November 1999 | Fair | Fair | Satisfactory | Fair | 179 | 54.0 |
October 1998 | Fair | Fair | Good | Fair | 179 | 54.0 |
October 1997 | Fair | Fair | Good | Fair | 277 | 49.9 |
October 1996 | Fair | Fair | Good | Fair | 163 | 54.1 |
October 1995 | Fair | Good | Good | Satisfactory | 163 | 64.1 |
December 1994 | Fair | Good | Good | Satisfactory | 163 | 64.1 |
November 1993 | Good | Good | Good | Good | 163 | 64.1 |
October 1992 | Good | Good | Good | Good | 54 | 71.7 |
October 1991 | Good | Very Good | Good | Very Good | 54 | 71.7 |