Blue Grass Trail42 over Sinking Creek
Map
Coordinates:
+37.30332, -80.4866037°18'12" N, 80°29'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Blue Grass Trail42 over Sinking Creek |
Structure number: | 000000000008317 |
Location: | 2.87-CraigCo;1.25-Rte460 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Year reconstructed: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 condition. [5] |
Sufficiency rating: | 84.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $30,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 1300 | 84.7 |
October 2015 | Good | Good | Good | Good | 1300 | 84.7 |
October 2013 | Good | Good | Good | Good | 1286 | 84.7 |
October 2011 | Good | Good | Good | Good | 1286 | 84.7 |
October 2009 | Good | Good | Good | Good | 1286 | 84.7 |
October 2007 | Good | Good | Good | Good | 1362 | 84.4 |
October 2005 | Good | Very Good | Very Good | Good | 1349 | 84.5 |
October 2003 | Good | Excellent | Excellent | Good | 1333 | 84.5 |
October 2002 | Poor | Poor | Poor | Satisfactory | 1229 | 48.7 |
October 2001 | Poor | Poor | Poor | Satisfactory | 1210 | 48.8 |
October 2000 | Poor | Poor | Poor | Satisfactory | 1749 | 45.2 |
December 1999 | Poor | Poor | Poor | Satisfactory | 1749 | 45.2 |
November 1998 | Poor | Poor | Poor | Satisfactory | 1700 | 45.6 |
January 1997 | Poor | Poor | Poor | Satisfactory | 1500 | 46.5 |
February 1996 | Poor | Fair | Poor | Good | 1500 | 49.0 |
January 1994 | Poor | Fair | Poor | Good | 1365 | 49.9 |
January 1992 | Poor | Fair | Poor | Good | 810 | 40.5 |
January 1991 | Poor | Fair | Poor | Good | 810 | 40.5 |