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C2003 over COX BROOK

Map

Coordinates:
+44.17278, -72.65277
44°10'22" N, 72°39'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:C2003 over COX BROOK
Structure number:101213001112131
Location:0.03 MI TO JCT W VT12
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:55.1 ft. [16.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Vertical clearance above deck:10.5 ft. [3.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1872
Year reconstructed:1979
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2008]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.7 tons [31.5 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:62.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$361,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201662.5FairGoodSatisfactorySatisfactoryFO1200
August 201462.5FairGoodSatisfactorySatisfactoryFO1200
August 201262.5FairGoodSatisfactorySatisfactoryFO1200
August 201052.3FairGoodSatisfactoryFairFO1200
September 200862.5FairGoodSatisfactorySatisfactoryFO1200
September 200662.9FairGoodSatisfactorySatisfactoryFO1200
June 200452.1FairGoodFairSatisfactoryFO1200
October 200252.1FairGoodFairFairFO1200
October 200053.1FairGoodFairFairFO1200
October 199852.3FairVery GoodFairFairFO1200
December 199649.5PoorPoorFairFairSD1200
November 199449.6FairFairFairFairFO1200
November 199249.3FairFairSatisfactoryFairFO1500
December 199048.2FairFairSatisfactoryFairFO1500