LONE PINE ROAD over MALLORYS CREEK
Map
Coordinates:
+37.15524, -78.1618037°09'19" N, 78°09'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LONE PINE ROAD over MALLORYS CREEK |
Structure number: | 000000000012889 |
Location: | .6 FR 672 & .6 TO 650 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
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: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 145 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 13.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $154,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Fair | Poor | Poor | 145 | 13.8 |
March 2017 | Poor | Fair | Poor | Fair | 145 | 13.8 |
March 2016 | Poor | Satisfactory | Poor | Fair | 145 | 15.9 |
March 2015 | Poor | Satisfactory | Poor | Fair | 148 | 15.8 |
March 2014 | Poor | Satisfactory | Poor | Fair | 148 | 15.8 |
March 2013 | Fair | Satisfactory | Fair | Fair | 148 | 42.4 |
January 2012 | Fair | Satisfactory | Satisfactory | Good | 148 | 49.4 |
January 2011 | Fair | Satisfactory | Satisfactory | Good | 148 | 48.8 |
January 2010 | Fair | Fair | Satisfactory | Good | 148 | 47.8 |
January 2009 | Good | Good | Good | Good | 163 | 48.8 |
January 2008 | Good | Good | Good | Good | 163 | 51.8 |
January 2007 | Good | Good | Good | Very Good | 163 | 51.8 |
January 2006 | Good | Good | Good | Very Good | 163 | 51.8 |
February 2005 | Good | Good | Good | Very Good | 163 | 54.6 |
February 2004 | Good | Good | Good | Very Good | 163 | 54.6 |
January 2003 | Good | Good | Good | Very Good | 121 | 54.7 |
January 2002 | Good | Good | Good | Very Good | 121 | 51.6 |
January 2001 | Good | Good | Good | Very Good | 121 | 51.6 |
February 2000 | Good | Good | Good | Very Good | 121 | 51.6 |
February 1999 | Fair | Good | Satisfactory | Very Good | 121 | 51.6 |
February 1998 | Fair | Good | Satisfactory | Good | 121 | 51.6 |
February 1997 | Fair | Satisfactory | Satisfactory | Good | 121 | 51.6 |
February 1996 | Fair | Satisfactory | Satisfactory | Good | 121 | 51.6 |
February 1995 | Fair | Satisfactory | Good | Good | 121 | 51.6 |
February 1994 | Good | Very Good | Very Good | Very Good | 121 | 51.6 |
February 1993 | Good | Very Good | Very Good | Very Good | 67 | 66.2 |
January 1992 | Good | Very Good | Very Good | Very Good | 67 | 66.2 |