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ST 8 A/W HWLEY RD over WATER CHICKLEY RIVER

Map

Coordinates:
+42.61943, -72.90847
42°37'10" N, 72°54'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 8 A/W HWLEY RD over WATER CHICKLEY RIVER
Structure number:H130070F9MUNNBI
Old structure number:MUN225068101 (from 1992 edition)
Location:.2 MI S OF CHARLEMONT LIN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:115.2 ft. [35.1 m]
Total length:116.8 ft. [35.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:59°
Owner:Town or Township Highway Agency [03]
Year built:1939
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:399 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,618,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood39982.5
November 2016GoodGoodGoodGood49081.4
November 2014GoodGoodGoodGood49081.4
November 2012GoodGoodGoodGood49081.4
November 2010GoodVery GoodGoodGood49081.4
May 2009PoorSatisfactoryPoorSatisfactory49045.0
May 2007PoorSatisfactoryPoorSatisfactory49045.0
May 2005PoorSatisfactoryPoorSatisfactory30046.6
May 2003FairSatisfactoryFairSatisfactory30047.2
May 2001FairSatisfactoryFairSatisfactory30047.1
April 1999FairSatisfactoryFairSatisfactory30047.1
June 1995FairSatisfactorySatisfactorySatisfactory79044.7
November 1993FairSatisfactoryGoodSatisfactory79044.7
January 1991FairGoodGoodSatisfactory79044.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.805804100
Steel Protective Coatingsq. ft.3,1643,163010
Deck
Reinforced Concrete Decksq. ft.3,1593,159000
Wearing Surfacessq. ft.2,8082,30850000
Superstructure
Steel Trusslinear ft.232222550
Steel Protective Coatingsq. ft.2,0162,016000
Steel Floor Beamlinear ft.280275500
Steel Protective Coatingsq. ft.2,0652,065000
Steel Gusset Plateeach4040000
Steel Protective Coatingsq. ft.622622000
Substructure
Reinforced Concrete Abutmentlinear ft.142680740
Joints
Strip Seal Jointlinear ft.9209200
Bearings
Movable Bearingeach87100
Steel Protective Coatingsq. ft.2626000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2572471000
Steel Protective Coatingsq. ft.1,0281,028000