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RTE I95 over HOLLERS AVENUE, EASTCHES

Map

Coordinates:
+40.88534, -73.82081
40°53'07" N, 73°49'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over HOLLERS AVENUE, EASTCHES
Structure number:000000005075439
Location:3.9 MI NW I295 & I95
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:163.1 ft. [49.7 m]
Total length:623.1 ft. [189.9 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:106.3 ft. [32.4 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Toll Authority [31]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80,778 [as of 2017]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$48,012,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodVery GoodVery Good8077882.1
July 2015GoodGoodVery GoodVery Good8899281.0
August 2013GoodGoodVery GoodVery Good8899281.0
August 2011GoodGoodVery GoodVery Good8900081.0
August 2009GoodGoodVery GoodVery Good8899281.0
September 2007GoodGoodVery GoodVery Good8899281.0
September 2005GoodGoodVery GoodVery Good8899281.0
August 2003GoodGoodVery GoodVery Good8899281.0
June 2001GoodGoodVery GoodVery Good8899281.0
May 1999GoodGoodVery GoodVery Good7437383.0
July 1997FairSatisfactorySatisfactorySatisfactory7217283.3
June 1995FairVery GoodVery GoodSatisfactory7217282.6
May 1993PoorPoorPoorPoor7935643.9
April 1991PoorPoorPoorPoor8858646.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,4887,488000
Steel Protective Coatingsq. ft.114,6820114,68200
Deck
Reinforced Concrete Decksq. ft.66,469066,46900
Wearing Surfacessq. ft.62,458062,448100
Substructure
Reinforced Concrete Pier Walllinear ft.436043420
Reinforced Concrete Abutmentlinear ft.306030600
Reinforced Concrete Pile Cap/Footinglinear ft.382038200
Joints
Assembly with Sealeach212002102
Bearings
Pot Bearingeach7207200
Steel Protective Coatingsq. ft.2880190098
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,87401,87040