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VT 0022A ALT over OTTER CREEK

Map

Coordinates:
+44.16620, -73.25598
44°09'58" N, 73°15'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VT 0022A ALT over OTTER CREEK
Structure number:200017002701202
Location:1.5 MI S JCT. U.S.7
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:78.1 ft. [23.8 m]
Total length:337.9 ft. [103.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,800 [as of 1998]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:57.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,664,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair1080057.4
July 2015FairSatisfactorySatisfactoryFair1080057.4
June 2013FairSatisfactorySatisfactoryFair1080057.4
November 2011FairGoodSatisfactoryFair1080057.4
October 2009FairGoodSatisfactoryFair1080057.4
October 2007FairGoodSatisfactoryFair1080057.4
October 2005FairGoodSatisfactoryFair1080049.5
September 2003FairGoodSatisfactorySatisfactory1080059.3
May 2001FairGoodSatisfactorySatisfactory1080059.3
June 1999FairGoodSatisfactorySatisfactory1080069.8
July 1997FairGoodGoodSatisfactory1050065.0
November 1995FairGoodGoodSatisfactory835766.5
August 1993FairGoodGoodSatisfactory915039.0
August 1991PoorSatisfactorySatisfactorySerious97405.0