Bingham Mtn Road over Roach River

Map

Coordinates:
+38.25099, -78.50888
38°15'04" N, 78°30'32" W

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

Name:	Bingham Mtn Road over Roach River
Structure number:	000000000008974
Location:	.76 From 648 & .24 To 612
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	18.4 ft. `[5.6 m]`
Deck width edge-to-edge:	19.4 ft. `[5.9 m]`
Skew angle:	31°
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	235 `[as of 2014]`
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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	80.9
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$165,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Good	Satisfactory	235	80.9
September 2016	Fair	Very Good	Very Good	Satisfactory	235	80.9
September 2014	Fair	Very Good	Very Good	Satisfactory	251	80.9
April 2013	Fair	Excellent	Excellent	Satisfactory	251	78.9
September 2012	Poor	Poor	Poor	Fair	251	17.0
September 2011	Poor	Poor	Poor	Satisfactory	251	17.0
September 2010	Poor	Poor	Poor	Satisfactory	251	17.0
September 2009	Poor	Poor	Fair	Satisfactory	251	21.3
September 2008	Fair	Fair	Satisfactory	Satisfactory	271	62.7
September 2007	Fair	Satisfactory	Good	Satisfactory	271	60.7
September 2006	Fair	Satisfactory	Good	Satisfactory	271	60.7
September 2005	Fair	Satisfactory	Good	Satisfactory	271	60.7
September 2004	Fair	Satisfactory	Good	Satisfactory	271	60.7
September 2003	Fair	Satisfactory	Good	Satisfactory	271	60.7
September 2002	Fair	Satisfactory	Good	Satisfactory	196	60.7
September 2001	Fair	Satisfactory	Good	Satisfactory	196	60.7
September 2000	Fair	Satisfactory	Very Good	Satisfactory	196	60.7
September 1999	Fair	Satisfactory	Very Good	Satisfactory	196	60.7
September 1998	Fair	Satisfactory	Very Good	Satisfactory	196	60.7
September 1997	Fair	Good	Very Good	Satisfactory	296	60.7
September 1996	Fair	Good	Very Good	Satisfactory	196	60.7
November 1995	Fair	Good	Very Good	Satisfactory	196	60.7
September 1994	Fair	Good	Very Good	Satisfactory	210	60.7
September 1993	Fair	Good	Very Good	Fair	210	50.7
September 1992	Fair	Good	Very Good	Fair	116	50.8
September 1991	Fair	Good	Very Good	Fair	116	50.8