Spruce Run / 605 over Spruce Run
Map
Coordinates:
+37.26869, -80.5743237°16'07" N, 80°34'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Spruce Run / 605 over Spruce Run |
Structure number: | 000000000008401 |
Location: | 2.50-Rte693;1.05-Rte609 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Skew angle: | 40° |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 175 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,248,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Very Good | Satisfactory | 175 | 73.8 |
August 2016 | Fair | Good | Very Good | Satisfactory | 175 | 73.8 |
August 2014 | Fair | Good | Very Good | Satisfactory | 175 | 73.8 |
August 2012 | Fair | Good | Very Good | Satisfactory | 175 | 73.8 |
August 2010 | Fair | Good | Very Good | Satisfactory | 175 | 73.8 |
August 2008 | Good | Excellent | Excellent | Good | 175 | 76.8 |
August 2007 | Poor | Poor | Fair | Good | 214 | 21.0 |
July 2006 | Poor | Poor | Fair | Good | 213 | 21.0 |
July 2005 | Fair | Fair | Fair | Good | 163 | 43.4 |
August 2004 | Fair | Fair | Fair | Good | 160 | 43.4 |
July 2003 | Fair | Fair | Fair | Good | 160 | 43.4 |
July 2002 | Fair | Fair | Fair | Good | 249 | 43.8 |
July 2001 | Fair | Fair | Fair | Good | 245 | 43.8 |
August 2000 | Fair | Fair | Fair | Good | 251 | 43.8 |
July 1999 | Fair | Fair | Satisfactory | Good | 251 | 50.8 |
July 1998 | Fair | Fair | Satisfactory | Good | 244 | 50.8 |
July 1997 | Fair | Satisfactory | Satisfactory | Good | 244 | 51.8 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | 205 | 51.8 |
September 1995 | Good | Good | Very Good | Good | 205 | 61.0 |
October 1994 | Good | Good | Very Good | Good | 205 | 61.0 |
September 1993 | Good | Very Good | Very Good | Good | 217 | 61.0 |
September 1991 | Fair | Very Good | Satisfactory | Satisfactory | 231 | 49.3 |
September 1990 | Fair | Very Good | Satisfactory | Satisfactory | 231 | 49.3 |