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FLATBUSH AVENUE over RTE 907C, RTE 907C

Map

Coordinates:
+40.59651, -73.90796
40°35'47" N, 73°54'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLATBUSH AVENUE over RTE 907C, RTE 907C
Structure number:000000002231460
Location:8.4 MI SW I678+BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.9 ft. [21.0 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:43,970 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:90.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,852,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodExcellentVery Good4397090.0
October 2015GoodVery GoodExcellentVery Good5336390.0
October 2013GoodVery GoodExcellentVery Good3865390.0
September 2011GoodVery GoodExcellentExcellent3865390.0
October 2009GoodVery GoodExcellentExcellent5252090.0
October 2007GoodVery GoodExcellentExcellent3865390.0
September 2005GoodExcellentExcellentExcellent3865390.0
September 2003GoodExcellentExcellentExcellent3865390.0
December 2001GoodExcellentExcellentVery Good3865390.0
July 2000PoorPoorFairPoor3865333.0
September 1999PoorPoorFairPoor3865333.0
September 1998PoorPoorPoorPoor3124033.0
August 1997PoorPoorSeriousPoor3124033.0
May 1996PoorPoorSeriousPoor3124033.0
June 1995PoorPoorSeriousPoor3124033.0
October 1994PoorPoorSeriousPoor3124033.0
December 1993PoorPoorSeriousSerious3124033.0
September 1992PoorPoorSeriousSerious3124033.0
July 1991PoorSeriousSeriousSerious3124032.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5842,582020
Steel Protective Coatingsq. ft.18,08818,084040
Deck
Reinforced Concrete Decksq. ft.13,66213,52601360
Wearing Surfacessq. ft.9,2469,246000
Substructure
Reinforced Concrete Pier Walllinear ft.9993060
Reinforced Concrete Abutmentlinear ft.198194040
Bearings
Elastomeric Bearingeach5746830
Steel Protective Coatingsq. ft.228228000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.276275010