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MCGUINNESS BLVD over RTE I495, NEWTOWN CREEK,

Map

Coordinates:
+40.73959, -73.95255
40°44'23" N, 73°57'09" 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 over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:172.9 ft. [52.7 m]
Total length:2401.0 ft. [731.8 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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,360 [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]
Operating rating:84.6 tons [76.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:66.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$59,052,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201666.8FairGoodGoodSatisfactoryFO33360
June 201466.8FairGoodGoodSatisfactoryFO33599
May 201266.8FairGoodGoodSatisfactoryFO33600
April 201067.3FairGoodGoodSatisfactoryFO31348
June 200867.3FairVery GoodGoodSatisfactoryFO31348
June 200667.2FairVery GoodGoodSatisfactoryFO31894
July 200467.8FairVery GoodGoodSatisfactoryFO29298
June 200267.8FairVery GoodGoodSatisfactory-29298
March 200053.0FairVery GoodGoodFair-29298
February 199853.0FairSatisfactoryFairFair-29298
February 19966.0PoorFairPoorPoor-29298
November 19945.0PoorSatisfactoryPoorPoor-29298
May 19922.0PoorSeriousPoorSeriousSD29298
July 19912.0PoorSeriousSeriousSeriousSD29298