SNICKERSVILLE ROAD over BEAVERDAM CREEK

Map

Coordinates:
+39.03747, -77.72278
39°02'15" N, 77°43'22" W

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

Name:	SNICKERSVILLE ROAD over BEAVERDAM CREEK
Structure number:	000000000011350
Location:	00.09FR731N/00.01TO731S
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	62.0 ft. `[18.9 m]`
Total length:	124.0 ft. `[37.8 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1820
Year reconstructed:	2007
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Masonry `[8]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	1,367 `[as of 2014]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	32.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Very Good	Good	Good	1367	32.9
February 2017	Good	Very Good	Good	Good	1367	32.9
February 2016	Good	Very Good	Good	Good	1367	32.9
February 2014	Good	Very Good	Good	Good	976	35.7
February 2012	Good	Very Good	Good	Good	976	35.7
February 2011	Good	Very Good	Good	Good	976	35.7
October 2009	Good	Very Good	Good	Good	976	35.7
October 2008	Good	Very Good	Good	Good	1093	33.1
October 2007	Good	Very Good	Good	Good	996	33.2
January 2007	Poor	Poor	Poor	Fair	959	2.0
October 2005	Poor	Poor	Poor	Fair	960	2.0
July 2004	Poor	Poor	Poor	Fair	893	2.8
September 2003	Poor	Poor	Poor	Fair	823	3.9
January 2002	Poor	Poor	Poor	Fair	891	8.5
January 2001	Poor	Poor	Poor	Fair	1225	5.0
December 1999	Poor	Poor	Poor	Fair	1225	5.0
December 1998	Poor	Poor	Poor	Fair	1191	5.3
April 1998	Fair	Fair	Fair	Fair	1191	19.5
January 1997	Fair	Fair	Fair	Fair	1191	25.3
June 1995	Fair	Fair	Fair	Fair	1191	25.3
July 1994	Fair	Fair	Fair	Fair	818	26.2
June 1993	Fair	Fair	Fair	Fair	818	26.2
September 1991	Poor	Poor	Poor	Fair	850	12.2