US 00007 ML over LEWIS CREEK


+44.24840, -73.22917
44°14'54" N, 73°13'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 00007 ML over LEWIS CREEK
Structure number:200019013901052
Location:4.9 MI N JCT. VT.22A
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,800 [as of 1998]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:51.5 tons [46.8 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:60.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,594,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201560.8FairFairGoodGood-10800
June 201360.8FairFairGoodGood-10800
November 201160.8FairFairGoodGood-10800
October 200960.8FairFairGoodSatisfactory-10800
October 200758.8PoorPoorGoodSatisfactorySD10800
August 200553.0PoorPoorGoodSatisfactorySD10800
March 200353.0PoorPoorGoodSatisfactorySD10800
May 200155.0FairFairGoodSatisfactory-10800
June 199960.8FairFairSatisfactorySatisfactory-10800
July 199760.8FairFairSatisfactoryGood-10100
August 199561.8FairSatisfactoryGoodGood-9800
July 199361.8FairSatisfactoryGoodGood-9680
August 199162.8FairSatisfactorySatisfactoryGood-10050