INDIAN OAK ROAD over DEEP CREEK
Map
Coordinates:
+37.20242, -78.0429437°12'09" N, 78°02'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INDIAN OAK ROAD over DEEP CREEK |
Structure number: | 000000000012866 |
Location: | 2.2 FR 617 & 1. TO 613 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.4 ft. [12.3 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 242 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 16.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $256,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Poor | Fair | Poor | Fair | 242 | 16.1 |
February 2017 | Poor | Fair | Poor | Fair | 242 | 16.1 |
February 2016 | Poor | Fair | Poor | Fair | 242 | 16.1 |
February 2015 | Poor | Fair | Poor | Fair | 263 | 24.5 |
March 2014 | Fair | Fair | Fair | Fair | 263 | 39.9 |
February 2013 | Fair | Fair | Fair | Fair | 263 | 39.9 |
February 2012 | Fair | Fair | Fair | Fair | 263 | 39.9 |
February 2011 | Poor | Poor | Fair | Fair | 263 | 37.9 |
February 2010 | Poor | Poor | Fair | Fair | 263 | 37.9 |
February 2009 | Fair | Fair | Fair | Fair | 227 | 39.9 |
February 2008 | Fair | Fair | Fair | Fair | 227 | 39.9 |
February 2007 | Fair | Satisfactory | Fair | Fair | 227 | 40.9 |
February 2006 | Fair | Good | Satisfactory | Fair | 227 | 40.9 |
February 2005 | Fair | Very Good | Satisfactory | Fair | 227 | 40.9 |
February 2004 | Fair | Very Good | Satisfactory | Fair | 227 | 40.9 |
February 2003 | Fair | Very Good | Satisfactory | Fair | 210 | 41.0 |
February 2002 | Fair | Very Good | Satisfactory | Fair | 210 | 41.0 |
February 2001 | Fair | Very Good | Good | Fair | 210 | 41.0 |
February 2000 | Fair | Very Good | Good | Fair | 210 | 41.0 |
February 1999 | Fair | Very Good | Satisfactory | Fair | 210 | 41.0 |
February 1998 | Fair | Very Good | Satisfactory | Fair | 736 | 40.5 |
February 1997 | Fair | Satisfactory | Satisfactory | Fair | 260 | 40.9 |
February 1996 | Fair | Satisfactory | Satisfactory | Fair | 260 | 40.9 |
February 1995 | Poor | Good | Satisfactory | Poor | 185 | 25.7 |
February 1994 | Fair | Very Good | Very Good | Fair | 185 | 41.0 |
February 1993 | Fair | Very Good | Very Good | Fair | 227 | 40.2 |
January 1992 | Fair | Very Good | Very Good | Fair | 236 | 40.2 |