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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

Facts

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]

Latest Available Inspection: October 2014

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014FairSatisfactoryFairSatisfactory889.4
October 2013FairSatisfactoryFairSatisfactory889.4
October 2012FairSatisfactoryFairSatisfactory889.4
October 2011FairSatisfactoryFairSatisfactory889.4
October 2010FairSatisfactoryFairSatisfactory889.4
October 2009FairSatisfactoryFairSatisfactory889.4
January 2009FairVery GoodFairSatisfactory889.4
October 2007FairFairFairSatisfactory880.0
October 2006FairFairFairSatisfactory8619.9
October 2005FairFairFairSatisfactory8619.9
October 2004FairFairFairSatisfactory8612.6
October 2003FairFairFairSatisfactory6813.4
October 2002FairSatisfactoryFairSatisfactory6815.6
October 2001FairSatisfactoryFairSatisfactory6815.6
October 2000FairFairFairSatisfactory7313.2
January 2000FairSatisfactoryFairSatisfactory7315.5
October 1998FairSatisfactoryFairSatisfactory7315.5
October 1997FairSatisfactoryFairSatisfactory17612.5
October 1996FairGoodFairSatisfactory5616.0
October 1995FairGoodFairSatisfactory5616.0
October 1994FairGoodFairSatisfactory5616.0
October 1993FairVery GoodFairSatisfactory6715.7
October 1992FairVery GoodFairSatisfactory8617.9
October 1991FairVery GoodFairVery Good5318.5