STONEY POINT ROAD over APPOMATTOX RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+37.42769, -78.19738
37°25'40" N, 78°11'51" W

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

Name:	STONEY POINT ROAD over APPOMATTOX RIVER
Structure number:	000000000001254
Location:	Amelia/Cumberland Co Line
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	95.1 ft. `[29.0 m]`
Total length:	95.1 ft. `[29.0 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Vertical clearance above deck:	12.5 ft. `[3.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1912
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	88 `[as of 2006]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of replacement `[2]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	9.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2014	Fair	Satisfactory	Fair	Satisfactory	88	9.4
October 2013	Fair	Satisfactory	Fair	Satisfactory	88	9.4
October 2012	Fair	Satisfactory	Fair	Satisfactory	88	9.4
October 2011	Fair	Satisfactory	Fair	Satisfactory	88	9.4
October 2010	Fair	Satisfactory	Fair	Satisfactory	88	9.4
October 2009	Fair	Satisfactory	Fair	Satisfactory	88	9.4
January 2009	Fair	Very Good	Fair	Satisfactory	88	9.4
October 2007	Fair	Fair	Fair	Satisfactory	88	0.0
October 2006	Fair	Fair	Fair	Satisfactory	86	19.9
October 2005	Fair	Fair	Fair	Satisfactory	86	19.9
October 2004	Fair	Fair	Fair	Satisfactory	86	12.6
October 2003	Fair	Fair	Fair	Satisfactory	68	13.4
October 2002	Fair	Satisfactory	Fair	Satisfactory	68	15.6
October 2001	Fair	Satisfactory	Fair	Satisfactory	68	15.6
October 2000	Fair	Fair	Fair	Satisfactory	73	13.2
January 2000	Fair	Satisfactory	Fair	Satisfactory	73	15.5
October 1998	Fair	Satisfactory	Fair	Satisfactory	73	15.5
October 1997	Fair	Satisfactory	Fair	Satisfactory	176	12.5
October 1996	Fair	Good	Fair	Satisfactory	56	16.0
October 1995	Fair	Good	Fair	Satisfactory	56	16.0
October 1994	Fair	Good	Fair	Satisfactory	56	16.0
October 1993	Fair	Very Good	Fair	Satisfactory	67	15.7
October 1992	Fair	Very Good	Fair	Satisfactory	86	17.9
October 1991	Fair	Very Good	Fair	Very Good	53	18.5