Share:

TWIGG'S FERRY ROAD over PIANKATANK RIVER @

Map

Coordinates:
+37.50736, -76.41989
37°30'26" N, 76°25'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWIGG'S FERRY ROAD over PIANKATANK RIVER @
Structure number:000000000011833
Location:MATHEWS-MIDDLESEX C. LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:101.1 ft. [30.8 m]
Total length:2092.0 ft. [637.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:30
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,449 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactorySatisfactory644966.0
July 2016FairGoodSatisfactorySatisfactory644966.0
July 2014FairGoodSatisfactorySatisfactory724566.0
July 2013PoorPoorFairFair724542.8
July 2012PoorPoorFairFair724542.8
July 2011PoorPoorFairFair724542.9
July 2010PoorPoorFairFair724538.0
August 2009PoorPoorFairFair724538.0
July 2008PoorPoorFairFair714438.0
July 2007PoorPoorFairFair700938.0
July 2006PoorPoorFairFair625738.0
July 2005PoorPoorFairFair620148.8
July 2004PoorPoorFairFair602048.8
July 2003PoorPoorFairFair598448.8
July 2002PoorPoorFairFair534848.8
July 2001FairFairFairFair534849.8
July 2000FairSatisfactoryFairFair455150.8
June 1999FairSatisfactoryFairFair455150.8
June 1998FairSatisfactoryFairFair430051.5
July 1997FairSatisfactoryFairFair430050.4
December 1996FairSatisfactoryFairFair400031.8
August 1995PoorGoodFairPoor400016.8
July 1994PoorGoodSatisfactoryPoor420016.8
August 1993PoorFairSatisfactoryPoor369715.8
September 1992FairFairSatisfactoryFair515530.8
August 1991FairFairGoodFair515530.8