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BARNET ROAD over CONNECTICUT RIVER

Map

Coordinates:
+44.28702, -72.05710
44°17'13" N, 72°03'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARNET ROAD over CONNECTICUT RIVER
Structure number:017401100012500
Location:VERMONT STATE LINE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:261.2 ft. [79.6 m]
Total length:389.1 ft. [118.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2000
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:74.2
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
June 2017FairGoodSatisfactoryGood100074.2
July 2015FairGoodSatisfactoryGood100078.3
July 2013FairVery GoodSatisfactoryGood100078.3
November 2011FairVery GoodSatisfactoryGood130059.9
June 2009FairVery GoodSatisfactoryGood90060.1
May 2007FairVery GoodSatisfactoryGood97060.1
September 2003FairVery GoodSatisfactoryGood81061.1
November 2001FairVery GoodSatisfactoryGood72068.7
August 1999FairFairFairFair72042.5
September 1997FairFairFairFair72042.5
April 1995FairFairFairFair72049.0
June 1993FairFairFairFair80044.1
July 1991FairFairFairFair80044.1