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EAST HAMPTON BLVD over RTE I495, RTE I495

Map

Coordinates:
+40.75207, -73.74695
40°45'07" N, 73°44'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST HAMPTON BLVD over RTE I495, RTE I495
Structure number:000000001055340
Location:.2 MI SW JCT CI PKWY&I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,888 [as of 2011]
Truck traffic:6% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,069,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodVery Good1488876.0
July 2015GoodGoodVery GoodVery Good1524776.0
July 2013GoodGoodVery GoodVery Good917076.4
August 2011GoodVery GoodExcellentExcellent917076.4
August 2009GoodVery GoodExcellentExcellent917076.4
August 2007GoodVery GoodExcellentExcellent917076.4
September 2005GoodExcellentExcellentVery Good917076.4
October 2003GoodExcellentExcellentExcellent917076.4
March 2003FairFairSatisfactorySatisfactory917069.3
June 2000FairFairSatisfactorySatisfactory931569.3
August 1998FairSatisfactorySatisfactorySatisfactory931570.3
November 1996PoorPoorPoorPoor841138.1
December 1994PoorPoorPoorPoor520043.5
November 1992PoorPoorPoorPoor520043.5
December 1990PoorPoorPoorSerious520025.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3201,320000
Steel Protective Coatingsq. ft.8,88406,5841,2501,050
Deck
Reinforced Concrete Decksq. ft.10,6929,14201,5500
Wearing Surfacessq. ft.6,6004,4501,4007500
Substructure
Reinforced Concrete Pier Walllinear ft.8181000
Reinforced Concrete Abutmentlinear ft.164164000
Joints
Compression Jointlinear ft.164016040
Bearings
Elastomeric Bearingeach3017940
Steel Protective Coatingsq. ft.60501000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.264026400