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HWY FARLEY RD over WATER MILLERS RIVER

Map

Coordinates:
+42.59775, -72.43790
42°35'52" N, 72°26'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY FARLEY RD over WATER MILLERS RIVER
Structure number:E100060LGMUNNBI
Old structure number:0LGMUN216004100 (from 1992 edition)
Location:.05 MI E OF RTE 2
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:122.7 ft. [37.4 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1889
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 9 / H 10 [1]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:140 [as of 2018]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:39.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,928,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryFairSatisfactory14039.0
January 2016FairSatisfactoryFairFair14039.0
January 2014FairSatisfactoryFairFair14039.0
January 2012FairSatisfactoryFairSatisfactory142536.5
January 2010PoorSatisfactoryFairPoor142520.4
January 2008PoorGoodFairPoor142520.4
January 2006PoorGoodFairPoor32023.7
January 2004PoorGoodFairPoor28023.8
January 2002PoorGoodFairPoor28023.8
January 2000FairGoodFairFair28038.9
January 1998FairGoodSatisfactorySatisfactory80046.8
November 1995FairGoodSatisfactorySatisfactory30043.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.73665660200
Steel Protective Coatingsq. ft.7,2603,4603,7354520
Steel Trusslinear ft.24513689200
Steel Protective Coatingsq. ft.1,6005001,0355015
Steel Floor Beamlinear ft.1261111500
Steel Protective Coatingsq. ft.1,2301,12011000
Steel Pin or Pin & Hangar Assemblyeach46251380
Substructure
Masonry Abutmentlinear ft.132854520
Joints
Open Jointlinear ft.32221000
Deck
Timber Decksq. ft.1,9631,9333000
Wearing Surfacessq. ft.1,3497795204010
Bearings
Movable Bearingeach82510
Fixed Bearingeach84400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.245244010
Steel Protective Coatingsq. ft.90075015000