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US 00007 ML over LITTLE OTTER CREEK

Map

Coordinates:
+44.19803, -73.24876
44°11'53" N, 73°14'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 00007 ML over LITTLE OTTER CREEK
Structure number:200019013701052
Location:1.1 MI N JCT. VT.22A
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:57.1 ft. [17.4 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1959
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:3
Main spans material:Steel [3]
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:12,000 [as of 1998]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:87.1 tons [79.2 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,973,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201555.0FairSatisfactoryGoodFairFO12000
June 201355.0FairGoodGoodFairFO12000
November 201155.0FairGoodGoodFairFO12000
October 200955.0FairSatisfactoryGoodFairFO12000
October 200738.0PoorFairGoodPoorSD12000
August 200531.1PoorFairGoodPoorSD12000
March 200331.1PoorFairGoodPoorSD12000
May 200148.0FairSatisfactoryGoodFairFO12000
June 199955.0FairSatisfactoryGoodFairFO12000
July 199755.0FairSatisfactorySatisfactoryFairFO11000
August 199563.0GoodGoodGoodGoodFO10660
September 199363.0GoodGoodGoodGoodFO10900
August 199163.0GoodGoodGoodGoodFO11080

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.78068678160
Steel Protective Coatingsq. ft.78062415600
Deck
Reinforced Concrete Decksq. ft.5,5174,8555521100
Wearing Surfacessq. ft.4,6803,74493600
Substructure
Reinforced Concrete Pier Walllinear ft.4444000
Reinforced Concrete Abutmentlinear ft.7063700
Reinforced Concrete Pier Caplinear ft.68134870
Joints
Pourable Jointlinear ft.1201021800
Bearings
Movable Bearingeach1501500
Fixed Bearingeach1501500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3142981600