Trivett Farm Rd759 over Wolf Creek
Map
Coordinates:
+37.26243, -80.9820037°15'45" N, 80°58'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Trivett Farm Rd759 over Wolf Creek |
Structure number: | 000000000008511 |
Location: | 0.04-Rte61; O.O6-end main |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 9.8 ft. [3.0 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 35.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $35,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 35.4 |
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 35.4 |
September 2016 | Poor | Satisfactory | Satisfactory | Poor | 20 | 17.5 |
September 2015 | Poor | Satisfactory | Satisfactory | Poor | 20 | 16.8 |
September 2014 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
September 2013 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
September 2012 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
September 2011 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
September 2010 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
September 2009 | Poor | Satisfactory | Satisfactory | Poor | 18 | 17.1 |
June 2008 | Fair | Satisfactory | Satisfactory | Fair | 12 | 25.2 |
July 2007 | Fair | Satisfactory | Satisfactory | Fair | 12 | 25.2 |
May 2006 | Fair | Satisfactory | Satisfactory | Fair | 6 | 25.6 |
May 2005 | Fair | Satisfactory | Satisfactory | Fair | 6 | 25.6 |
May 2004 | Fair | Satisfactory | Satisfactory | Fair | 6 | 25.6 |
May 2003 | Fair | Satisfactory | Satisfactory | Fair | 6 | 25.6 |
May 2002 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
May 2001 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
June 2000 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
May 1999 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
May 1998 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
May 1997 | Fair | Satisfactory | Satisfactory | Fair | 12 | 26.0 |
June 1996 | Fair | Satisfactory | Satisfactory | Fair | 12 | 46.8 |
May 1995 | Poor | Very Good | Very Good | Poor | 12 | 30.8 |
May 1994 | Poor | Very Good | Very Good | Poor | 9 | 30.8 |
June 1993 | Fair | Very Good | Very Good | Fair | 9 | 46.8 |
May 1992 | Fair | Very Good | Very Good | Fair | 9 | 41.4 |
May 1991 | Fair | Very Good | Very Good | Fair | 9 | 41.4 |