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TR 03 FAS 156 over NORTH FORK CREEK

Map

Coordinates:
+43.80984, -73.33073
43°48'35" N, 73°19'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 03 FAS 156 over NORTH FORK CREEK
Structure number:200156000401142
Location:2.0 MI W JCT VT 22A
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:71.9 ft. [21.9 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:340 [as of 1995]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:49.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,165,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201649.8FairFairSatisfactoryFair-340
June 201556.8FairFairSatisfactorySatisfactory-340
June 201454.8PoorPoorSatisfactorySatisfactorySD340
June 201256.8FairFairSatisfactorySatisfactory-340
July 201061.9FairFairGoodSatisfactory-340
July 200861.9FairFairGoodSatisfactory-340
July 200652.2FairFairSatisfactoryFair-340
August 200456.8FairFairSatisfactoryFair-340
September 200267.8FairFairSatisfactorySatisfactory-340
July 200056.8FairFairSatisfactoryFair-340
July 199851.9FairFairGoodFair-340
August 199653.2FairSatisfactoryGoodFair-340
July 199450.9FairSatisfactorySatisfactoryFairFO507
October 199250.9FairSatisfactorySatisfactoryFairFO507
September 199049.9FairFairGoodFairFO540