Henrys Mill Rd over Sandy Creek

Map

Coordinates:
+36.77299, -79.16022
36°46'23" N, 79°09'37" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	Henrys Mill Rd over Sandy Creek
Structure number:	000000000009301
Location:	1.80-Rt 360/0.10-Pittsylv
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	126.3 ft. `[38.5 m]`
Total length:	130.6 ft. `[39.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
Year reconstructed:	2011
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:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	150 `[as of 2017]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 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:	89.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Good	Satisfactory	150	89.2
October 2017	Fair	Good	Good	Satisfactory	149	89.2
October 2016	Fair	Good	Good	Satisfactory	149	88.2
October 2015	Good	Good	Good	Good	149	88.2
October 2014	Good	Very Good	Good	Good	130	88.3
October 2013	Good	Very Good	Good	Good	130	89.3
October 2012	Good	Very Good	Good	Good	130	89.3
October 2011	Good	Very Good	Very Good	Good	130	89.3
February 2011	Poor	Poor	Poor	Satisfactory	130	15.5
February 2010	Poor	Poor	Poor	Satisfactory	130	15.5
March 2009	Poor	Poor	Poor	Satisfactory	165	14.4
March 2008	Poor	Fair	Poor	Satisfactory	165	34.6
February 2006	Fair	Fair	Fair	Satisfactory	165	43.1
March 2004	Fair	Fair	Fair	Satisfactory	165	43.1
March 2003	Fair	Fair	Fair	Satisfactory	165	43.1
April 2002	Fair	Fair	Fair	Satisfactory	170	43.1
March 2001	Fair	Fair	Fair	Satisfactory	170	43.1
March 2000	Fair	Fair	Fair	Satisfactory	170	43.1
March 1999	Fair	Fair	Fair	Satisfactory	170	43.1
March 1998	Fair	Fair	Satisfactory	Satisfactory	170	53.2
April 1997	Fair	Fair	Satisfactory	Satisfactory	170	53.2
March 1996	Fair	Fair	Satisfactory	Satisfactory	170	53.2
May 1995	Fair	Satisfactory	Satisfactory	Satisfactory	170	54.0
March 1994	Fair	Satisfactory	Satisfactory	Satisfactory	224	53.8
March 1993	Fair	Satisfactory	Satisfactory	Satisfactory	224	56.8
January 1992	Fair	Good	Satisfactory	Good	224	56.8