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WILLIS AVENUE over RTE I87, RTE I87

Map

Coordinates:
+40.80677, -73.92451
40°48'24" N, 73°55'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLIS AVENUE over RTE I87, RTE I87
Structure number:000000001066760
Location:2.8 MI S JCT I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.8 ft. [16.7 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2012
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:2
Main spans material:Steel [3]
Main spans design:Box beam or girders - Multiple [05]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,755 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,035,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodExcellentExcellentVery Good2175578.7
June 2014GoodExcellentExcellentVery Good2175578.7
June 2012GoodExcellentExcellentVery Good4472577.3
June 2010FairFairFairFair4472578.4
May 2008FairFairFairFair3354879.0
June 2006FairFairFairFair4472578.4
July 2004FairFairSatisfactoryFair4472578.4
August 2002FairFairSatisfactoryFair4472578.4
June 2000PoorSatisfactoryPoorFair3743663.2
June 1999PoorFairPoorFair3743662.1
July 1998PoorFairPoorFair4730761.4
May 1997PoorFairPoorFair4730761.4
April 1996PoorPoorPoorPoor4730755.5
May 1995PoorPoorPoorPoor2000060.4
May 1994PoorPoorPoorPoor2000060.4
June 1993PoorPoorPoorPoor2000060.4
October 1992PoorPoorSeriousPoor2000044.1
December 1991PoorPoorSeriousPoor2000044.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,2321,232000
Deck
Reinforced Concrete Decksq. ft.11,39611,396000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.202202000
Reinforced Concrete Pier Caplinear ft.101101000
Joints
Pourable Jointlinear ft.202202000
Bearings
Elastomeric Bearingeach3333000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.224224000
Reinforced Concrete Bridge Raillinear ft.224224000