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HWY FARLEY RD over WATER MILLERS RIVER

Map 

Coordinates:
+42.59780, -72.43807
42°35'52" N, 72°26'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:123.0 ft. [37.5 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:13.8 ft. [4.2 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 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:140 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:17.7 tons [16.1 metric tons]
Inventory rating:13.2 tons [12.0 metric tons]
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:$4,306,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201639.0FairSatisfactoryFairFairFO140
January 201439.0FairSatisfactoryFairFairFO140
January 201236.5FairSatisfactoryFairSatisfactorySD1425
January 201020.4PoorSatisfactoryFairPoorSD1425
January 200820.4PoorGoodFairPoorSD1425
January 200623.7PoorGoodFairPoorSD320
January 200423.8PoorGoodFairPoorSD280
January 200223.8PoorGoodFairPoorSD280
January 200038.9FairGoodFairFairFO280
January 199846.8FairGoodSatisfactorySatisfactorySD800
November 199543.5FairGoodSatisfactorySatisfactoryFO300