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HYLAN BOULEVARD over LEMON CREEK

Map 

Coordinates:
+40.51767, -74.20111
40°31'04" N, 74°12'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:107.8 tons [98.0 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201689.4GoodExcellentExcellentVery Good-11401
March 201489.1GoodExcellentExcellentVery Good-11788
February 201289.1GoodExcellentExcellentVery Good-11788
March 201085.0GoodExcellentExcellentVery Good-17102
April 200886.2GoodExcellentExcellentVery Good-17102
February 200690.2GoodExcellentExcellentVery Good-11788
March 200490.2GoodExcellentExcellentVery Good-11788
April 200291.2GoodExcellentExcellentVery Good-11788
September 200091.2GoodExcellentExcellentVery Good-11788
October 199891.2GoodVery GoodVery GoodGood-11788
November 199680.5FairVery GoodVery GoodFair-9917
October 199478.9FairVery GoodSatisfactoryFair-11770
December 199291.2FairVery GoodSatisfactorySatisfactory-11770
October 199161.8PoorPoorPoorVery Good-10700