Share:

BOYDTON PLANK SBL over STONY CREEK

Map

Coordinates:
+37.06706, -77.60272
37°04'01" N, 77°36'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOYDTON PLANK SBL over STONY CREEK
Structure number:000000000005909
Location:0.11 Fr 656 & 0.82 To 647
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:166.7 ft. [50.8 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,172 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:46.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$265,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair117246.3
September 2017FairFairFairFair117246.3
September 2016FairFairFairFair117246.3
September 2015FairFairFairFair117246.3
September 2014FairFairFairFair111846.3
September 2013FairFairFairFair111846.3
September 2012FairFairFairFair111844.7
September 2011FairFairFairFair111844.7
October 2010FairFairFairFair111844.7
September 2009FairFairFairFair111844.7
September 2008FairFairFairFair135644.6
October 2007FairFairFairFair125742.8
October 2006FairFairFairFair122742.8
September 2005FairFairFairFair138142.8
October 2004FairFairFairFair135242.8
September 2003FairFairFairSatisfactory131542.8
September 2002FairFairFairSatisfactory115242.8
September 2001FairFairFairSatisfactory115642.8
September 2000FairFairFairSatisfactory216042.5
December 1999FairFairSatisfactorySatisfactory216045.7
September 1998FairFairSatisfactorySatisfactory210045.7
September 1997FairFairSatisfactorySatisfactory210045.7
September 1996FairFairSatisfactorySatisfactory195045.7
September 1995FairFairSatisfactorySatisfactory195045.8
September 1994FairFairSatisfactorySatisfactory470045.4
September 1993GoodGoodGoodVery Good224646.8
September 1992GoodGoodGoodVery Good196259.3
August 1991GoodGoodGoodVery Good199859.3