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MCGUINNESS BLVD over RTE I495, NEWTOWN CREEK,

Map

Coordinates:
+40.73889, -73.95264
40°44'20" N, 73°57'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCGUINNESS BLVD over RTE I495, NEWTOWN CREEK,
Structure number:000000002240639
Location:OVER NEWTOWN CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:172.9 ft. [52.7 m]
Total length:2411.2 ft. [734.9 m]
Roadway width between curbs:69.2 ft. [21.1 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1995
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,396 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:67.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$369,554,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodSatisfactory3239667.1
June 2016FairGoodGoodSatisfactory3336066.8
June 2014FairGoodGoodSatisfactory3359966.8
May 2012FairGoodGoodSatisfactory3360066.8
April 2010FairGoodGoodSatisfactory3134867.3
June 2008FairVery GoodGoodSatisfactory3134867.3
June 2006FairVery GoodGoodSatisfactory3189467.2
July 2004FairVery GoodGoodSatisfactory2929867.8
June 2002FairVery GoodGoodSatisfactory2929867.8
March 2000FairVery GoodGoodFair2929853.0
February 1998FairSatisfactoryFairFair2929853.0
February 1996PoorFairPoorPoor292986.0
November 1994PoorSatisfactoryPoorPoor292985.0
May 1992PoorSeriousPoorSerious292982.0
July 1991PoorSeriousSeriousSerious292982.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.12,69412,691030
Steel Girder/Beamlinear ft.5,4444,7515191740
Steel Protective Coatingsq. ft.88,74288,742000
Reinforced Concrete Girder/Beamlinear ft.1,2881,288000
Steel Stringerlinear ft.18,06818,068000
Steel Protective Coatingsq. ft.99,97599,975000
Deck
Reinforced Concrete Decksq. ft.17,5101,2384,06212,2100
Wearing Surfacessq. ft.53,95553,955000
Superstructure
Steel Floor Beamlinear ft.7,5276,6716851710
Steel Protective Coatingsq. ft.98,40487,7068,0232,6750
Deck
Reinforced Concrete Top Flangesq. ft.7,8747,06680080
Wearing Surfacessq. ft.6,3666,366000
Substructure
Steel Columneach44000
Steel Protective Coatingsq. ft.480480000
Reinforced Concrete Columneach1741521210
Reinforced Concrete Pier Walllinear ft.2,0221,9600620
Reinforced Concrete Abutmentlinear ft.172172000
Reinforced Concrete Pile Cap/Footinglinear ft.144144000
Steel Pier Caplinear ft.188188000
Steel Protective Coatingsq. ft.940940000
Reinforced Concrete Pier Caplinear ft.2,1502,150000
Deck
Concrete Filled Grid Decksq. ft.132,99497,30735,68700
Wearing Surfacessq. ft.107,53878,68128,85700
Joints
Compression Jointlinear ft.2,064172861,8060
Bearings
Elastomeric Bearingeach998989630
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.346346000
Reinforced Concrete Bridge Raillinear ft.4,4764,476000