Turnip Creek Road over Turnip Creek
Map
Coordinates:
+37.07911, -78.8729137°04'45" N, 78°52'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Turnip Creek Road over Turnip Creek |
Structure number: | 000000000004890 |
Location: | 0.44 to 40-0.46 to Campbl |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 31.8 ft. [9.7 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: | 202 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 35.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $431,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Satisfactory | 202 | 35.4 |
October 2017 | Fair | Fair | Fair | Satisfactory | 202 | 35.4 |
October 2016 | Fair | Fair | Fair | Satisfactory | 202 | 35.4 |
October 2015 | Fair | Fair | Fair | Satisfactory | 202 | 35.4 |
October 2014 | Fair | Fair | Fair | Satisfactory | 200 | 35.4 |
October 2013 | Fair | Satisfactory | Fair | Satisfactory | 200 | 36.5 |
October 2012 | Fair | Satisfactory | Fair | Satisfactory | 229 | 36.4 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 51.1 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 51.1 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 51.1 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 54.1 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 55.9 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 216 | 55.9 |
August 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 216 | 55.9 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 216 | 55.9 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 216 | 52.9 |
October 2002 | Fair | Satisfactory | Satisfactory | Good | 216 | 54.9 |
October 2001 | Fair | Fair | Good | Very Good | 216 | 51.9 |
September 2000 | Fair | Fair | Good | Very Good | 201 | 70.9 |
September 1999 | Fair | Fair | Good | Very Good | 201 | 52.0 |
September 1998 | Fair | Fair | Good | Very Good | 201 | 52.0 |
September 1997 | Fair | Fair | Good | Very Good | 201 | 52.0 |
October 1996 | Good | Good | Good | Very Good | 130 | 53.0 |
October 1995 | Good | Very Good | Good | Very Good | 121 | 53.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 121 | 53.0 |
October 1993 | Good | Very Good | Very Good | Very Good | 121 | 53.0 |
September 1992 | Good | Very Good | Very Good | Very Good | 126 | 53.0 |
October 1991 | Good | Very Good | Very Good | Very Good | 126 | 53.0 |