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RTE I678 over WILLOW-MEADOW LKS

Map

Coordinates:
+40.72829, -73.83346
40°43'42" N, 73°50'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over WILLOW-MEADOW LKS
Structure number:00000000105577A
Location:1 MI S RTE 678+I495
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.7 ft. [25.2 m]
Total length:491.2 ft. [149.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1963
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:7,273 [as of 1996]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:65.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,179,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair727365.0
July 2016FairFairFairFair727365.0
September 2015FairSatisfactorySatisfactoryFair727366.7
June 2014FairSatisfactorySatisfactoryFair727366.7
July 2013FairSatisfactorySatisfactoryFair727367.9
July 2012FairSatisfactorySatisfactoryFair727367.9
July 2010FairSatisfactorySatisfactoryFair727366.7
April 2008FairSatisfactorySatisfactoryFair727366.7
April 2006FairSatisfactorySatisfactoryFair727368.0
April 2004FairSatisfactorySatisfactoryFair727369.0
April 2002FairSatisfactorySatisfactoryFair727369.0
February 2000FairSatisfactorySatisfactoryGood727380.0
April 1998FairSatisfactorySatisfactoryGood727380.0
May 1996PoorFairPoorPoor727353.0
April 1994PoorFairPoorPoor225055.8
June 1992PoorPoorPoorPoor225053.8
October 1990PoorPoorPoorSerious225036.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5301,4863680
Steel Protective Coatingsq. ft.15,16813,8926925840
Deck
Reinforced Concrete Decksq. ft.10,3102,4907,82000
Wearing Surfacessq. ft.8,8843,9984,5912950
Substructure
Reinforced Concrete Columneach1611500
Reinforced Concrete Pier Walllinear ft.150015000
Reinforced Concrete Abutmentlinear ft.2902900
Reinforced Concrete Pier Caplinear ft.270212042124
Joints
Strip Seal Jointlinear ft.30015242394
Bearings
Elastomeric Bearingeach1001000
Steel Protective Coatingsq. ft.2002000
Movable Bearingeach1000100
Steel Protective Coatingsq. ft.30012180
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.55037180
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.97844053800
Steel Protective Coatingsq. ft.3,55703,55700
Deck
Reinforced Concrete Slabsq. ft.4,4404,440000
Wearing Surfacessq. ft.3,55203,55200