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ROCKAWAY BLVD over HOOK CREEK

Map

Coordinates:
+40.63504, -73.73980
40°38'06" N, 73°44'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROCKAWAY BLVD over HOOK CREEK
Structure number:000000002300130
Location:ROCKAWAY BLVD OVER HOOK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:111.6 ft. [34.0 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:76,816 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,322,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood7681677.0
July 2015FairSatisfactorySatisfactoryGood4293277.0
July 2013GoodGoodGoodVery Good4293283.0
August 2011GoodGoodGoodVery Good4290083.0
August 2009GoodGoodGoodVery Good6610183.0
July 2007GoodGoodGoodVery Good6415583.0
July 2005GoodExcellentGoodVery Good6640283.0
June 2003GoodExcellentVery GoodExcellent6640283.0
July 2001GoodExcellentVery GoodExcellent6723783.0
September 1999GoodExcellentVery GoodExcellent6684983.0
December 1997FairVery GoodSatisfactoryGood6140783.0
October 1995FairVery GoodVery GoodSatisfactory5305483.0
August 1993FairVery GoodVery GoodSatisfactory5068183.0
September 1991PoorPoorPoorPoor5068135.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,81603,81600
Deck
Prestressed Concrete Top Flangesq. ft.15,264015,26400
Wearing Surfacessq. ft.13,674013,67400
Substructure
Reinforced Concrete Abutmentlinear ft.224022400
Joints
Compression Jointlinear ft.22401241000
Bearings
Elastomeric Bearingeach1442412000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.318031800