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LAST STREET over SUCKER BROOK

Map

Coordinates:
+43.46741, -71.70661
43°28'03" N, 71°42'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAST STREET over SUCKER BROOK
Structure number:000802160013900
Location:0.03 MI NH 11
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1997
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
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: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:92 [as of 2017]
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:28.6
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
October 2018PoorSeriousPoorPoor9228.6
September 2017PoorSeriousPoorPoor5030.1
August 2016PoorPoorPoorPoor5032.3
October 2015PoorPoorFairFair5041.2
October 2014PoorPoorFairFair5041.2
October 2013PoorPoorFairFair5041.2
October 2012FairFairFairFair5043.3
December 2011FairFairFairFair5043.3
August 2010FairFairFairFair5043.3
October 2009FairFairFairFair5043.3
October 2008FairFairFairFair5043.3
October 2007FairSatisfactoryFairFair5044.4
October 2006FairSatisfactoryFairFair5044.4
October 2004FairSatisfactoryFairSatisfactory5044.4
October 2003FairSatisfactoryFairSatisfactory5044.4
October 2002FairSatisfactoryFairSatisfactory5044.4
December 2001FairSatisfactoryFairSatisfactory5044.4
January 2000FairVery GoodFairSatisfactory5044.4
January 1999FairVery GoodFairSatisfactory5044.4
August 1997FairExcellentFairSatisfactory5044.4
September 1996FairFairFairSatisfactory5035.5
October 1995FairFairFairSatisfactory5035.2
September 1994FairFairSatisfactorySatisfactory5045.7
September 1992FairFairSatisfactorySatisfactory5045.7
November 1991FairGoodSatisfactorySatisfactory5046.7