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CONEY ISLAND AVE over RTE 907C, RTE 907C

Map

Coordinates:
+40.58464, -73.96018
40°35'05" N, 73°57'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CONEY ISLAND AVE over RTE 907C, RTE 907C
Structure number:000000002231380
Location:.4MI E BELT PKY+OCEAN PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.7 ft. [24.6 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:53,498 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,527,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodExcellent5349877.0
October 2015GoodVery GoodVery GoodExcellent2678177.0
October 2013GoodVery GoodVery GoodExcellent2678177.0
September 2011GoodExcellentExcellentExcellent1909077.0
September 2009GoodExcellentExcellentExcellent2052777.0
October 2007GoodExcellentExcellentExcellent2301077.0
September 2005GoodExcellentExcellentExcellent1909076.0
September 2003GoodExcellentExcellentExcellent1909076.0
December 2001GoodExcellentExcellentGood1909075.0
February 2000PoorSeriousFairFair2225647.6
June 1999PoorPoorFairFair2225648.6
February 1998PoorPoorFairFair1946648.6
June 1997PoorPoorFairFair1946648.6
April 1996PoorSeriousPoorPoor1946632.4
April 1995PoorPoorPoorPoor1898232.4
April 1994PoorPoorPoorPoor2160032.4
May 1993PoorPoorPoorPoor2160032.4
March 1992PoorPoorSeriousPoor2160017.4
July 1991PoorPoorSeriousPoor2160017.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9492,949000
Steel Protective Coatingsq. ft.20,64320,643000
Deck
Reinforced Concrete Decksq. ft.16,21915,7673021500
Wearing Surfacessq. ft.13,61613,616000
Substructure
Reinforced Concrete Columneach65010
Reinforced Concrete Abutmentlinear ft.132666600
Reinforced Concrete Pile Cap/Footinglinear ft.7272000
Steel Pier Caplinear ft.198196200
Steel Protective Coatingsq. ft.3,1683,168000
Joints
Compression Jointlinear ft.132013110
Bearings
Elastomeric Bearingeach5248400
Steel Protective Coatingsq. ft.2081446400
Fixed Bearingeach65010
Steel Protective Coatingsq. ft.4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.888888000