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CHAPEL STREET over MILL RIVER

Map

Coordinates:
+41.30354, -72.90563
41°18'13" N, 72°54'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHAPEL STREET over MILL RIVER
Structure number:06169
Location:500' EAST OF EAST STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:2
Main spans material:Steel continuous [4]
Main spans design:Movable - Swing [17]
Deck type:Closed Grating [4]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,272 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:81.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodFairSatisfactory727281.2
September 2015PoorGoodPoorSatisfactory720065.0
May 2013PoorGoodPoorSatisfactory720065.0
May 2011FairGoodFairSatisfactory720081.2
August 2009FairFairSatisfactorySatisfactory750091.3
July 2007FairFairSatisfactorySatisfactory750091.3
June 2005FairGoodSatisfactorySatisfactory610092.4
November 2003FairGoodGoodSatisfactory610092.4
September 2001FairGoodGoodSatisfactory610092.4
September 1999GoodGoodGoodGood610092.4
September 1997GoodGoodGoodGood610092.4
March 1995GoodVery GoodVery GoodGood610092.5
January 1993GoodVery GoodVery GoodGood480092.6