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UNION TURNPIKE EB over RTE I678, RTE I678, RAMP

Map

Coordinates:
+40.71544, -73.82586
40°42'56" N, 73°49'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UNION TURNPIKE EB over RTE I678, RTE I678, RAMP
Structure number:000000001076049
Location:JCT G C PKWY & I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:91.5 ft. [27.9 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,065 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
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:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,516,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairVery GoodSatisfactorySatisfactory3006594.0
May 2014FairVery GoodSatisfactorySatisfactory2979692.4
June 2012PoorPoorSatisfactoryFair3010078.1
June 2010PoorPoorSatisfactoryFair1433579.0
June 2008PoorPoorSatisfactoryFair3754477.6
May 2006PoorPoorSatisfactorySatisfactory1433590.1
June 2004PoorPoorSatisfactorySatisfactory1433590.1
June 2002PoorPoorSatisfactorySatisfactory1339690.1
March 2000PoorPoorSatisfactorySatisfactory1339670.9
June 1998PoorPoorSatisfactorySatisfactory1339670.9
June 1996PoorPoorFairPoor1339643.7
April 1994PoorPoorFairPoor1850043.3
June 1992PoorPoorFairPoor1850043.3
October 1990PoorPoorSatisfactoryPoor1850043.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4281,428000
Steel Protective Coatingsq. ft.12,49610,9341,56200
Deck
Reinforced Concrete Decksq. ft.9,3349,334000
Wearing Surfacessq. ft.7,4367,4122400
Substructure
Reinforced Concrete Pier Walllinear ft.9696000
Reinforced Concrete Abutmentlinear ft.192191010
Joints
Compression Jointlinear ft.203203000
Bearings
Elastomeric Bearingeach2820800
Steel Protective Coatingsq. ft.2828000
Fixed Bearingeach1411300
Steel Protective Coatingsq. ft.147700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204204000
Steel Protective Coatingsq. ft.322322000