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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,7161,37334300
Reinforced Concrete Decksq. ft.10,12403,5435,0621,519
Wearing Surfacessq. ft.8,580008,5800
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.100010000
Reinforced Concrete Pier Caplinear ft.100901000
Pourable Jointlinear ft.4204200
Open Jointlinear ft.4234800
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.57242914300