SHINEY ROCK ROAD over BEAVER POND CREEK

Map

Coordinates:
+36.59405, -78.57912
36°35'39" N, 78°34'45" W

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

Name:	SHINEY ROCK ROAD over BEAVER POND CREEK
Structure number:	000000000012054
Location:	.9 FR 747 & .6 TO 722
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	41.0 ft. `[12.5 m]`
Roadway width between curbs:	20.7 ft. `[6.3 m]`
Deck width edge-to-edge:	23.0 ft. `[7.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	Good
Status:	Posted for load `[P]`
Average daily traffic:	739 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
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:	26.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$75,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	739	26.3
September 2017	Good	Good	Very Good	Good	739	26.3
September 2016	Good	Good	Very Good	Good	739	26.3
September 2015	Good	Good	Very Good	Good	739	26.3
September 2014	Good	Good	Very Good	Good	676	26.6
September 2013	Good	Good	Very Good	Good	676	45.2
September 2012	Good	Good	Very Good	Good	676	45.2
September 2011	Good	Good	Very Good	Good	676	45.2
September 2010	Good	Very Good	Very Good	Good	676	45.2
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	676	45.2
December 2008	Fair	Satisfactory	Satisfactory	Satisfactory	659	45.3
January 2008	Fair	Satisfactory	Satisfactory	Satisfactory	781	45.1
December 2006	Fair	Satisfactory	Good	Satisfactory	764	45.1
December 2005	Fair	Satisfactory	Good	Satisfactory	767	45.1
December 2004	Fair	Satisfactory	Good	Satisfactory	675	49.3
December 2003	Fair	Satisfactory	Good	Satisfactory	660	49.4
December 2002	Fair	Satisfactory	Good	Satisfactory	642	49.4
December 2001	Fair	Satisfactory	Good	Satisfactory	739	49.2
December 2000	Fair	Satisfactory	Good	Satisfactory	970	48.9
December 1999	Fair	Satisfactory	Good	Satisfactory	970	48.9
December 1998	Fair	Satisfactory	Good	Satisfactory	943	48.9
December 1997	Fair	Satisfactory	Good	Satisfactory	943	48.9
December 1996	Fair	Satisfactory	Good	Good	671	49.3
December 1995	Good	Good	Good	Good	671	49.4
December 1994	Good	Good	Good	Good	671	49.4
December 1993	Good	Very Good	Very Good	Very Good	377	48.8
December 1992	Good	Very Good	Very Good	Very Good	807	47.3
December 1991	Good	Very Good	Very Good	Very Good	538	47.6