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RTE I278 over ADELPHI STREET, CARLTON

Map

Coordinates:
+40.69614, -73.97345
40°41'46" N, 73°58'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over ADELPHI STREET, CARLTON
Structure number:000000001065399
Location:3.9 MI SW JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:90.9 ft. [27.7 m]
Total length:4810.3 ft. [1466.1 m]
Roadway width between curbs:93.2 ft. [28.4 m]
Deck width edge-to-edge:96.5 ft. [29.4 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:70
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:121,822 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:85.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$290,968,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactorySatisfactory12182285.9
November 2015FairGoodSatisfactorySatisfactory11529890.4
December 2013FairGoodSatisfactorySatisfactory11529895.9
November 2011FairGoodSatisfactorySatisfactory11530095.9
December 2009FairGoodSatisfactorySatisfactory9217795.9
December 2007FairFairSatisfactorySatisfactory9217786.9
October 2005FairFairFairFair12483675.9
September 2003FairFairFairSatisfactory12357375.9
July 2001FairFairFairSatisfactory12309576.0
July 1999FairFairFairFair13744176.0
June 1997FairFairFairFair10824776.0
February 1996PoorSeriousSeriousPoor10824742.0
April 1994PoorPoorPoorPoor7797558.0
March 1992PoorPoorPoorPoor11350564.0
September 1990PoorPoorPoorSerious10325143.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.48,53848,530260
Steel Protective Coatingsq. ft.383,851383,851000
Deck
Reinforced Concrete Decksq. ft.468,707466,8491,763950
Wearing Surfacessq. ft.459,559438,782020,7770
Substructure
Steel Columneach1381241400
Steel Protective Coatingsq. ft.24,48224,482000
Reinforced Concrete Abutmentlinear ft.252250020
Steel Pier Caplinear ft.6,5516,550010
Steel Protective Coatingsq. ft.165,478165,478000
Joints
Strip Seal Jointlinear ft.4,1364,133030
Bearings
Elastomeric Bearingeach4354161900
Steel Protective Coatingsq. ft.874874000
Fixed Bearingeach1,0161,016000
Steel Protective Coatingsq. ft.2,0802,080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.14,17714,175020