LAUREL VALLEY RD. over LAUREL CREEK
Map
Coordinates:
+36.68202, -81.5653936°40'55" N, 81°33'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAUREL VALLEY RD. over LAUREL CREEK |
Structure number: | 000000000017535 |
Location: | 2.14 TO GRAY&2.76 TO R600 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 244 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 244 | 97.9 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 244 | 97.9 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 295 | 97.9 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 295 | 97.9 |
June 2010 | Fair | Satisfactory | Good | Satisfactory | 295 | 95.7 |
June 2009 | Fair | Satisfactory | Good | Satisfactory | 295 | 95.7 |
July 2008 | Fair | Satisfactory | Good | Satisfactory | 293 | 95.7 |
August 2007 | Fair | Satisfactory | Good | Satisfactory | 294 | 95.7 |
July 2006 | Fair | Satisfactory | Good | Satisfactory | 288 | 95.7 |
July 2005 | Fair | Satisfactory | Good | Satisfactory | 292 | 95.7 |
July 2004 | Fair | Satisfactory | Good | Satisfactory | 260 | 97.7 |
September 2003 | Fair | Satisfactory | Good | Satisfactory | 260 | 97.7 |
August 2002 | Fair | Satisfactory | Good | Satisfactory | 257 | 97.7 |
July 2001 | Fair | Satisfactory | Good | Satisfactory | 502 | 96.6 |
September 2000 | Fair | Satisfactory | Good | Satisfactory | 586 | 96.5 |
August 1999 | Fair | Satisfactory | Good | Satisfactory | 586 | 96.5 |
July 1998 | Fair | Good | Good | Satisfactory | 570 | 96.6 |
July 1997 | Fair | Good | Good | Satisfactory | 570 | 96.6 |
July 1996 | Fair | Good | Good | Satisfactory | 500 | 96.6 |
July 1995 | Good | Good | Very Good | Good | 500 | 95.6 |
July 1993 | Good | Good | Very Good | Good | 444 | 95.6 |
May 1992 | Fair | Fair | Satisfactory | Fair | 288 | 73.7 |
May 1991 | Fair | Fair | Satisfactory | Fair | 288 | 75.7 |