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CLARKVILLE ROAD over S BR PISCATAQUOG RIVER

Map

Coordinates:
+42.96749, -71.78764
42°58'03" N, 71°47'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLARKVILLE ROAD over S BR PISCATAQUOG RIVER
Structure number:008601230007300
Location:TOWN RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2015]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,142,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodSatisfactorySatisfactory5047.3
October 2016FairGoodSatisfactorySatisfactory5047.3
October 2015FairGoodSatisfactoryGood3047.3
October 2014FairGoodSatisfactoryGood3047.3
December 2013FairGoodSatisfactoryGood3047.3
December 2012FairGoodSatisfactoryGood4047.3
September 2011FairGoodSatisfactoryGood4047.3
August 2010FairGoodSatisfactoryGood4047.3
January 2009FairGoodSatisfactoryGood3047.3
December 2007FairGoodSatisfactoryGood2047.4
December 2006FairVery GoodSatisfactoryGood2047.4
December 2004FairSatisfactoryVery GoodGood5047.3
December 2003FairSatisfactoryVery GoodGood5047.3
December 2002FairSatisfactoryVery GoodGood5047.3
December 2001FairSatisfactoryVery GoodGood5047.3
February 2000FairSatisfactoryVery GoodGood5047.3
February 1999FairSatisfactoryVery GoodGood5047.3
August 1997FairSatisfactoryVery GoodGood5047.3
December 1996FairSatisfactoryVery GoodGood5046.3
November 1995FairSatisfactoryVery GoodGood5051.8
October 1994FairSatisfactoryVery GoodGood11040.0
October 1992FairSatisfactoryVery GoodGood11040.0
November 1991FairSatisfactoryVery GoodSatisfactory11040.0