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RTE I495 over VAN DAM STREET, DUTCH KI

Map

Coordinates:
+40.73941, -73.94147
40°44'22" N, 73°56'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over VAN DAM STREET, DUTCH KI
Structure number:000000002230219
Location:1.2 MI NW I278+I495
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:135.8 ft. [41.4 m]
Total length:4783.4 ft. [1457.9 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:89.6 ft. [27.3 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:88.6 ft. [27.0 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:69,084 [as of 2011]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$266,247,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairVery GoodSatisfactorySatisfactory6908485.7
October 2015FairVery GoodSatisfactorySatisfactory6931785.7
October 2013FairVery GoodSatisfactorySatisfactory6931785.7
October 2011FairVery GoodSatisfactorySatisfactory6760085.7
October 2009FairVery GoodSatisfactorySatisfactory6844380.0
November 2007FairVery GoodSatisfactorySatisfactory7080680.0
August 2005GoodExcellentGoodGood6554080.0
July 2003GoodExcellentGoodGood6479980.0
November 2001GoodExcellentGoodGood6858080.0
August 1999FairVery GoodSatisfactorySatisfactory6785188.0
July 1997FairVery GoodFairFair7067779.1
October 1995PoorVery GoodPoorPoor6079063.9
September 1994PoorSeriousSeriousPoor5528732.0
December 1993PoorSeriousSeriousPoor5479632.0
December 1992PoorSeriousSeriousPoor15743017.0
November 1991PoorSeriousSeriousSerious7385817.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.21,18421,174550
Steel Protective Coatingsq. ft.371,433357,2800014,153
Steel Stringerlinear ft.64,59864,5821600
Steel Protective Coatingsq. ft.347,065333,8570013,208
Deck
Reinforced Concrete Decksq. ft.427,301427,2700310
Wearing Surfacessq. ft.400,596396,6833,879340
Superstructure
Steel Floor Beamlinear ft.26,38126,3216000
Steel Protective Coatingsq. ft.483,498466,2370017,261
Substructure
Steel Columneach9183800
Steel Protective Coatingsq. ft.11,18311,183000
Steel Column Tower/Trestlelinear ft.1,3601,19516230
Steel Protective Coatingsq. ft.104,08048,93555,14500
Reinforced Concrete Abutmentlinear ft.180180000
Steel Pier Caplinear ft.1,4221,236166200
Steel Protective Coatingsq. ft.22,19420,15402,0400
Joints
Compression Jointlinear ft.3,8061,5821,735162327
Bearings
Elastomeric Bearingeach3403400
Steel Protective Coatingsq. ft.3403400
Movable Bearingeach43251260
Steel Protective Coatingsq. ft.1421200
Fixed Bearingeach42123000
Steel Protective Coatingsq. ft.3773000
Pot Bearingeach19816720110
Steel Protective Coatingsq. ft.1891790100
Other Bearingeach168168000
Steel Protective Coatingsq. ft.168168000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.14,30714,02727640