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BORDEN AVE BRIDGE over DUTCH KILLS

Map

Coordinates:
+40.73907, -73.94275
40°44'21" N, 73°56'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BORDEN AVE BRIDGE over DUTCH KILLS
Structure number:000000002240410
Location:1.1 MILES W JCT LIE & BQE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:84.0 ft. [25.6 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1988
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Movable - Swing [17]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,241 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:90.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$23,479,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory824190.3
June 2015FairSatisfactorySatisfactorySatisfactory844090.3
July 2013FairGoodSatisfactoryGood844090.2
July 2011FairVery GoodSatisfactoryGood840090.2
March 2011PoorPoorPoorCritical399734.0
March 2010PoorPoorPoorCritical399734.0
August 2008PoorPoorPoorCritical399734.0
June 2007PoorPoorPoorPoor399745.9
June 2005PoorPoorPoorPoor399745.9
June 2004PoorPoorPoorPoor399759.0
July 2003PoorCriticalSeriousSerious399745.0
July 2001PoorSeriousPoorSatisfactory1341656.0
April 1999PoorSeriousPoorSatisfactory1410756.0
May 1998FairFairFairFair1722276.0
June 1997PoorSeriousPoorSatisfactory1722256.0
August 1996PoorPoorPoorFair1665645.9
July 1995PoorPoorPoorFair1485049.9
July 1993PoorSeriousPoorFair1872456.8
June 1992PoorSeriousPoorFair1872456.8
August 1991PoorSeriousPoorFair1872451.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5040442620
Steel Protective Coatingsq. ft.2,0161,0081,00800
Steel Stringerlinear ft.1,34401,277670
Steel Protective Coatingsq. ft.2,6882,688000
Steel Floor Beamlinear ft.1,0000978220
Steel Protective Coatingsq. ft.12,70012,700000
Substructure
Reinforced Concrete Pier Walllinear ft.6506050
Reinforced Concrete Abutmentlinear ft.127012700
Deck
Open Grid Decksq. ft.3,61203,61200
Steel Protective Coatingsq. ft.4,20004,20000
Concrete Filled Grid Decksq. ft.4,20004,20000
Steel Protective Coatingsq. ft.588058800
Joints
Open Jointlinear ft.130013000
Bearings
Movable Bearingeach70403
Steel Protective Coatingsq. ft.100703
Fixed Bearingeach30003
Steel Protective Coatingsq. ft.30003
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.336336000
Steel Protective Coatingsq. ft.2,6881,3441,34400