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RTE I278 over RTE I278, HAVEMEYER STRE

Map

Coordinates:
+40.71063, -73.95644
40°42'38" N, 73°57'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, HAVEMEYER STRE
Structure number:000000001075569
Location:2.4 MI SW JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:147.0 ft. [44.8 m]
Total length:1273.0 ft. [388.0 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:2001
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:10
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:103,317 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:$136,501,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairGood10331776.0
November 2016FairFairFairGood10312676.1
November 2015FairFairFairGood2823278.4
December 2014FairFairFairGood2823278.4
December 2013GoodGoodGoodVery Good2823290.6
September 2012GoodGoodGoodVery Good2823290.6
November 2011GoodGoodGoodVery Good2823290.6
September 2010GoodGoodGoodVery Good2823290.6
November 2009GoodVery GoodGoodVery Good2823290.6
November 2008GoodVery GoodGoodExcellent2823290.6
December 2007GoodVery GoodGoodExcellent2823290.6
November 2005GoodVery GoodGoodExcellent2823290.6
November 2003GoodVery GoodGoodExcellent2823291.6
December 2001GoodExcellentExcellentExcellent8870083.3
October 2000PoorPoorFairSatisfactory8870048.6
August 1999PoorPoorFairFair8870048.6
July 1998PoorPoorFairFair8870048.6
July 1997PoorSeriousSeriousPoor8870017.0
April 1996PoorSeriousSeriousPoor8870017.0
May 1995PoorSeriousSeriousPoor8870019.0
March 1994PoorPoorSeriousPoor8870021.0
March 1992PoorPoorSeriousPoor8870014.7
September 1990PoorSeriousPoorPoor8870029.7

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.2,54602,456900
Deck
Prestressed Concrete Top Flangesq. ft.87,327087,32700
Wearing Surfacessq. ft.77,65353,43524,21710
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.136686800
Reinforced Concrete Pile Cap/Footinglinear ft.1212000
Joints
Assembly with Sealeach136686800
Bearings
Elastomeric Bearingeach1881000
Steel Protective Coatingsq. ft.72324000
Disk Bearingeach88000
Steel Protective Coatingsq. ft.3203200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,79303,79300