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HWY ADAMSVLLE RD over WATER NORTH RIVER

Map

Coordinates:
+42.65821, -72.71494
42°39'30" N, 72°42'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY ADAMSVLLE RD over WATER NORTH RIVER
Structure number:C180080EYMUNNBI
Old structure number:0EYMUN210053100 (from 1992 edition)
Location:INT. 112 & ADAMSVILLE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:119.8 ft. [36.5 m]
Total length:125.3 ft. [38.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:Town or Township Highway Agency [03]
Year built:1937
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:780 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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: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:52.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,203,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory78052.1
August 2015FairSatisfactorySatisfactorySatisfactory78063.2
September 2013FairSatisfactorySatisfactoryGood78063.2
September 2011FairSatisfactoryGoodGood57069.2
September 2009FairSatisfactoryGoodGood57069.2
September 2007FairSatisfactoryGoodGood20071.4
August 2005FairSatisfactoryGoodGood20072.4
August 2003FairSatisfactoryGoodGood20073.4
August 2001FairSatisfactoryGoodGood20073.4
August 1999FairSatisfactoryGoodGood20071.4
August 1997FairSatisfactoryGoodGood20071.4
August 1995FairSatisfactoryGoodGood20071.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.4,5003,8502004500
Wearing Surfacessq. ft.3,000007502,250
Superstructure
Steel Archlinear ft.250025000
Steel Protective Coatingsq. ft.3,42001,71001,710
Steel Floor Beamlinear ft.3350279560
Steel Protective Coatingsq. ft.2,71801,10001,618
Substructure
Reinforced Concrete Abutmentlinear ft.97048490
Joints
Open Jointlinear ft.2700270
Bearings
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.32016016
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.250024730
Steel Protective Coatingsq. ft.62503000325