Hawkins Lane over Craig Creek
Map
Coordinates:
+37.53585, -80.0343137°32'09" N, 80°02'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hawkins Lane over Craig Creek |
Structure number: | 000000000005500 |
Location: | 1.75-RT 615;1.35-RT 611 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 121 [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: | 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 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 26.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,449,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Fair | 121 | 26.8 |
July 2017 | Fair | Fair | Fair | Fair | 121 | 26.8 |
July 2016 | Poor | Poor | Fair | Fair | 121 | 13.1 |
July 2015 | Poor | Poor | Fair | Fair | 121 | 13.1 |
July 2014 | Poor | Poor | Fair | Fair | 136 | 12.7 |
July 2013 | Poor | Poor | Fair | Fair | 136 | 12.7 |
July 2012 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
July 2011 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
July 2010 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
July 2009 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
July 2008 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
August 2007 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
October 2006 | Poor | Poor | Satisfactory | Fair | 136 | 12.7 |
September 2005 | Fair | Fair | Satisfactory | Fair | 130 | 42.7 |
October 2004 | Fair | Fair | Satisfactory | Fair | 130 | 42.7 |
September 2003 | Fair | Fair | Good | Fair | 130 | 42.7 |
September 2002 | Fair | Fair | Good | Fair | 130 | 43.0 |
September 2001 | Fair | Fair | Good | Fair | 130 | 43.0 |
September 2000 | Fair | Fair | Good | Fair | 128 | 43.0 |
September 1998 | Fair | Satisfactory | Good | Fair | 128 | 57.5 |
January 1997 | Fair | Fair | Good | Fair | 128 | 56.5 |
January 1996 | Fair | Satisfactory | Good | Satisfactory | 128 | 68.5 |
January 1995 | Fair | Satisfactory | Good | Satisfactory | 120 | 67.2 |
January 1994 | Fair | Satisfactory | Satisfactory | Fair | 120 | 56.2 |
October 1991 | Fair | Fair | Satisfactory | Fair | 71 | 63.4 |
October 1990 | Fair | Fair | Satisfactory | Fair | 71 | 63.4 |