Sylvan Hill Road over Reynolds Creek

Map

Coordinates:
+36.90221, -78.65332
36°54'08" N, 78°39'12" W

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]`

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

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