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BE SERVICE ROAD over WESTCHESTER CREEK

Map

Coordinates:
+40.82837, -73.84199
40°49'42" N, 73°50'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BE SERVICE ROAD over WESTCHESTER CREEK
Structure number:000000001066510
Location:JCT.I95-I678-I295 & I278
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:546.0 ft. [166.4 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,913 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:22.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$79,034,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorPoorFair1691322.4
September 2016PoorFairPoorFair1787448.8
September 2015PoorFairPoorFair1787424.4
September 2014PoorFairPoorFair1787424.2
October 2013PoorFairPoorFair1790038.9
October 2012PoorFairPoorFair1790038.9
November 2010PoorFairPoorFair4154838.9
November 2009PoorFairPoorFair4154838.9
November 2008PoorFairPoorFair4154838.9
October 2007PoorFairPoorFair4154838.9
September 2006PoorFairPoorFair4154838.9
November 2005PoorFairPoorFair4154838.9
October 2004PoorFairPoorFair4154838.9
August 2003PoorFairPoorFair4154838.9
August 2002PoorFairPoorFair4154838.0
July 2001PoorFairPoorFair4154838.0
January 2001Poor-PoorPoor16913224.0
July 2000FairFairFairSatisfactory4154847.8
August 1999FairFairFairSatisfactory4154847.8
November 1998PoorPoorFairSatisfactory4154845.8
November 1997PoorSeriousSeriousSerious4154818.0
December 1996PoorPoorSeriousSerious4154836.0
October 1995PoorPoorPoorSerious4154835.0
December 1994PoorSeriousSeriousSerious4154833.0
September 1993PoorSeriousSeriousSerious4154833.0
September 1992PoorSeriousSeriousSerious4154833.0
September 1991PoorPoorSeriousSerious4154835.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.38102771040
Steel Protective Coatingsq. ft.5,46104,10001,361
Reinforced Concrete Girder/Beamlinear ft.1,8061,039747200
Steel Stringerlinear ft.1,46608895734
Steel Protective Coatingsq. ft.8,87706,3588001,719
Deck
Reinforced Concrete Decksq. ft.9,2185,5673,584670
Wearing Surfacessq. ft.5,758005,7580
Superstructure
Steel Floor Beamlinear ft.62103080313
Steel Protective Coatingsq. ft.7,79005,98201,808
Substructure
Reinforced Concrete Columneach110464420
Reinforced Concrete Pier Walllinear ft.1,0653955341360
Reinforced Concrete Abutmentlinear ft.2360193430
Reinforced Concrete Pile Cap/Footinglinear ft.153153000
Reinforced Concrete Pier Caplinear ft.2,3062161,78528718
Deck
Open Grid Decksq. ft.4,00203,0021,0000
Wearing Surfacessq. ft.4,002004,0020
Joints
Compression Jointlinear ft.1,03702308070
Open Jointlinear ft.138013800
Assembly without Seal Jointlinear ft.6906900
Bearings
Movable Bearingeach40040
Steel Protective Coatingsq. ft.1600016
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.4804800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5300518120
Steel Protective Coatingsq. ft.2,48002,2590221
Reinforced Concrete Bridge Raillinear ft.571056740
Deck
Reinforced Concrete Slabsq. ft.41,6475,58027,1358,9320
Wearing Surfacessq. ft.25,402016,6808,7220