Sylvan Hill Road over Reynolds Creek
Map
Coordinates:
+36.90221, -78.6533236°54'08" N, 78°39'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Sylvan Hill Road over Reynolds Creek |
Structure number: | 000000000004912 |
Location: | 0.70 to 625 - 0.30 to 606 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 40.7 ft. [12.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 264 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 63.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $495,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Very Good | Satisfactory | Satisfactory | 264 | 63.1 |
February 2016 | Fair | Very Good | Satisfactory | Satisfactory | 264 | 63.1 |
February 2015 | Fair | Excellent | Satisfactory | Satisfactory | 250 | 67.6 |
September 2013 | Poor | Poor | Satisfactory | Satisfactory | 250 | 58.4 |
September 2012 | Poor | Poor | Satisfactory | Satisfactory | 250 | 58.4 |
September 2011 | Poor | Poor | Satisfactory | Satisfactory | 235 | 62.7 |
September 2010 | Poor | Poor | Satisfactory | Satisfactory | 235 | 62.7 |
September 2009 | Poor | Poor | Satisfactory | Satisfactory | 235 | 62.7 |
September 2008 | Poor | Poor | Satisfactory | Satisfactory | 234 | 65.7 |
October 2007 | Poor | Poor | Good | Good | 230 | 65.7 |
November 2006 | Poor | Poor | Good | Good | 398 | 61.0 |
December 2005 | Poor | Poor | Good | Good | 387 | 55.0 |
October 2004 | Fair | Fair | Good | Good | 391 | 57.0 |
September 2003 | Fair | Fair | Satisfactory | Satisfactory | 429 | 56.9 |
September 2002 | Fair | Fair | Good | Satisfactory | 423 | 56.9 |
September 2001 | Fair | Fair | Good | Satisfactory | 423 | 56.9 |
November 2000 | Fair | Fair | Good | Good | 334 | 57.5 |
September 1999 | Fair | Fair | Good | Good | 334 | 57.5 |
September 1998 | Fair | Fair | Good | Good | 391 | 57.5 |
October 1997 | Fair | Fair | Good | Good | 391 | 57.5 |
October 1996 | Fair | Fair | Good | Good | 438 | 57.5 |
October 1995 | Fair | Fair | Good | Very Good | 438 | 57.5 |
November 1994 | Fair | Satisfactory | Very Good | Very Good | 438 | 58.5 |
November 1993 | Fair | Fair | Very Good | Very Good | 420 | 57.5 |
September 1992 | Fair | Fair | Very Good | Fair | 370 | 54.6 |
October 1991 | Fair | Fair | Very Good | Fair | 370 | 54.6 |