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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:33,599 [as of 2011]
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:58.9 tons [53.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,744,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201466.8Functionally obsoleteGoodGoodSatisfactory33599
May 201266.8Functionally obsoleteGoodGoodSatisfactory33600
April 201067.3Functionally obsoleteGoodGoodSatisfactory31348
June 200867.3Functionally obsoleteVery GoodGoodSatisfactory31348
June 200667.2Functionally obsoleteVery GoodGoodSatisfactory31894
July 200467.8Functionally obsoleteVery GoodGoodSatisfactory29298
June 200267.8Not deficientVery GoodGoodSatisfactory29298
March 200053.0Not deficientVery GoodGoodFair29298
February 199853.0Not deficientSatisfactoryFairFair29298
February 19966.0Not deficientFairPoorPoor29298
November 19945.0Not deficientSatisfactoryPoorPoor29298
May 19922.0Structurally deficientSeriousPoorSerious29298
July 19912.0Structurally deficientSeriousSeriousSerious29298