C2001 over WEST RIVER


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


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 2014 

Status:Posted for load [P]
Average daily traffic:1,200 [as of 2008]
Truck traffic:3% 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: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:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:32.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,588,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201432.9Structurally deficientGoodGoodGood1200
September 201232.9Structurally deficientGoodGoodGood1200
June 201032.9Structurally deficientGoodGoodGood1200
July 200832.9Structurally deficientSatisfactoryGoodGood1200
June 200633.2Not deficientGoodGoodGood1200
August 200437.6Not deficientGoodGoodGood1200
May 200237.6Not deficientGoodSatisfactoryGood1200
September 200052.5Not deficientVery GoodSatisfactoryGood1200
September 199828.2Not deficientVery GoodGoodGood1200
August 19960.0Structurally deficientPoorSeriousSatisfactory810
May 19940.0Structurally deficientPoorSeriousSatisfactory810
January 19940.0Structurally deficientPoorSeriousSatisfactory810
August 19920.0Structurally deficientPoorSeriousSatisfactory810
September 19910.0Structurally deficientFairSeriousFair3000