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C2001 over WEST RIVER

Map 

Coordinates:
+42.93662, -72.61266
42°56'12" N, 72°36'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:C2001 over WEST RIVER
Structure number:101305003513051
Location:0.02 MI TO JCT W VT30
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:140.1 ft. [42.7 m]
Total length:269.0 ft. [82.0 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Vertical clearance above deck:11.5 ft. [3.5 m]
Owner:Town or Township Highway Agency [03]
Year built:1872
Year reconstructed:1998
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,200 [as of 2008]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:9.9 tons [9.0 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Sufficiency rating:35.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,014,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201635.0GoodVery GoodGoodVery GoodSD1200
September 201432.9GoodGoodGoodGoodSD1200
September 201232.9GoodGoodGoodGoodSD1200
June 201032.9GoodGoodGoodGoodSD1200
July 200832.9FairSatisfactoryGoodGoodSD1200
June 200633.2GoodGoodGoodGood-1200
August 200437.6GoodGoodGoodGood-1200
May 200237.6FairGoodSatisfactoryGood-1200
September 200052.5FairVery GoodSatisfactoryGood-1200
September 199828.2GoodVery GoodGoodGood-1200
August 19960.0PoorPoorSeriousSatisfactorySD810
May 19940.0PoorPoorSeriousSatisfactorySD810
January 19940.0PoorPoorSeriousSatisfactorySD810
August 19920.0PoorPoorSeriousSatisfactorySD810
September 19910.0PoorFairSeriousFairSD3000