VT 00030 ML over OTTER CREEK


+44.01339, -73.16864
44°00'48" N, 73°10'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VT 00030 ML over OTTER CREEK
Structure number:205900010101112
Location:0.2 MI S JCT. U.S.7
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:Town or Township Highway Agency [03]
Year built:1893
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,400 [as of 1998]
Truck traffic:11% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,033,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair6 out of 101640057.7
September 2015Fair6 out of 101640059.1
September 2013Fair6 out of 101640081.0
November 2011Fair6 out of 101640081.0
October 2009FairN out of 101640069.0
October 2007FairN out of 101640069.0
October 2005FairN out of 101640059.9
March 2003FairN out of 101640060.9
May 2001FairN out of 101640062.9
June 1999FairN out of 101640069.9
July 1997FairN out of 101630064.0
August 1995FairN out of 101390064.0
November 1993FairN out of 101146064.0
August 1991FairN out of 101770064.0