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HYLAN BOULEVARD over LEMON CREEK

Map

Coordinates:
+40.51767, -74.20111
40°31'04" N, 74°12'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HYLAN BOULEVARD over LEMON CREEK
Structure number:000000002249810
Location:PRINCES BAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:108.9 ft. [33.2 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,401 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:89.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,984,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodExcellentExcellentVery Good1140189.4
March 2014GoodExcellentExcellentVery Good1178889.1
February 2012GoodExcellentExcellentVery Good1178889.1
March 2010GoodExcellentExcellentVery Good1710285.0
April 2008GoodExcellentExcellentVery Good1710286.2
February 2006GoodExcellentExcellentVery Good1178890.2
March 2004GoodExcellentExcellentVery Good1178890.2
April 2002GoodExcellentExcellentVery Good1178891.2
September 2000GoodExcellentExcellentVery Good1178891.2
October 1998GoodVery GoodVery GoodGood1178891.2
November 1996FairVery GoodVery GoodFair991780.5
October 1994FairVery GoodSatisfactoryFair1177078.9
December 1992FairVery GoodSatisfactorySatisfactory1177091.2
October 1991PoorPoorPoorVery Good1070061.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,44201,44200
Steel Protective Coatingsq. ft.23,00023,000000
Deck
Reinforced Concrete Decksq. ft.11,40011,400000
Wearing Surfacessq. ft.7,9807,980000
Substructure
Reinforced Concrete Abutmentlinear ft.200020000
Joints
Compression Jointlinear ft.200002000
Bearings
Elastomeric Bearingeach1414000
Steel Protective Coatingsq. ft.9696000
Fixed Bearingeach1413100
Steel Protective Coatingsq. ft.9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.218218000
Steel Protective Coatingsq. ft.15,20015,200000
Reinforced Concrete Bridge Raillinear ft.218218000