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RTE I678 over Cross Island Parkway NB,

Map

Coordinates:
+40.78957, -73.82253
40°47'22" N, 73°49'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over Cross Island Parkway NB,
Structure number:000000002266160
Location:JCT OF I678 & CRS ISL PKW
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,820 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:57.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,789,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory1082057.1
June 2016FairFairFairSatisfactory708057.5
June 2015FairFairFairSatisfactory708057.5
June 2014PoorSeriousFairSatisfactory708054.4
June 2013PoorSeriousFairSatisfactory714051.2
July 2012PoorSeriousFairSatisfactory13673139.0
July 2011PoorSeriousFairSatisfactory13673139.0
July 2010PoorPoorFairSatisfactory11748241.3
August 2009PoorPoorFairSatisfactory11753341.3
June 2008PoorPoorFairSatisfactory11674341.3
June 2007PoorPoorFairSatisfactory10881342.1
May 2006PoorPoorFairSatisfactory13673140.0
April 2004PoorPoorFairSatisfactory13673144.6
May 2002PoorPoorFairSatisfactory13673144.6
April 2000PoorPoorSatisfactorySatisfactory13673157.4
June 1998PoorPoorFairFair13673147.2
June 1996PoorPoorPoorPoor13673118.5
April 1994PoorPoorPoorFair13673118.5
June 1993PoorPoorPoorPoor13673118.5
July 1992PoorPoorPoorPoor13673118.5
November 1990PoorPoorPoorPoor13673118.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5391341352700
Steel Protective Coatingsq. ft.5,6608498491,6982,264
Deck
Reinforced Concrete Decksq. ft.2,23308831,34010
Wearing Surfacessq. ft.1,8481,3853431200
Substructure
Reinforced Concrete Abutmentlinear ft.72373500
Joints
Pourable Jointlinear ft.6600660
Bearings
Movable Bearingeach70070
Steel Protective Coatingsq. ft.140806
Fixed Bearingeach70520
Steel Protective Coatingsq. ft.1401004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3082780300
Steel Protective Coatingsq. ft.76238100381