RTE I278 over RTE I278, BROOKLYN BRIDG

Map

Coordinates:
+40.70158, -73.99051
40°42'06" N, 73°59'26" W

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

Name:	RTE I278 over RTE I278, BROOKLYN BRIDG
Structure number:	000000002268508
Location:	ADJACENT TO YORK STREET
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	52.8 ft. `[16.1 m]`
Total length:	536.1 ft. `[163.4 m]`
Roadway width between curbs:	33.5 ft. `[10.2 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Vertical clearance above deck:	13.1 ft. `[4.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1944
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	11
Main spans material:	Concrete `[1]`
Main spans design:	Frame `[07]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	119,669 `[as of 2017]`
Truck traffic:	13% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	43.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$12,638,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Poor	Poor	Good	119669	43.0
June 2015	Poor	Poor	Poor	Good	106102	28.1
July 2013	Poor	Poor	Poor	Good	53051	43.0
June 2011	Poor	Poor	Poor	Good	53050	43.0
May 2009	Poor	Fair	Poor	Good	122522	45.0
May 2007	Poor	Fair	Poor	Good	122522	45.0
May 2005	Poor	Fair	Poor	Good	122522	45.0
May 2003	Poor	Fair	Poor	Good	122522	33.9
May 2001	Poor	Fair	Poor	Good	151509	29.0
April 2000	Poor	Satisfactory	Poor	Satisfactory	151509	32.0
July 1999	Poor	Satisfactory	Fair	Poor	137035	32.0
August 1998	Poor	Satisfactory	Poor	Fair	123078	32.0
June 1997	Poor	-	Poor	Fair	121124	32.0
May 1996	Poor	-	Serious	Fair	121124	16.0
April 1995	Poor	-	Serious	Fair	121124	16.0
February 1993	Poor	-	Poor	Poor	112699	31.9

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	7,776	7,776	0	0	0
Steel Protective Coating	sq. ft.	101,088	101,088	0	0	0
Reinforced Concrete Arch	linear ft.	536	337	23	176	0
Concrete Protective Coating	sq. ft.	18,224	18,224	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	1,072	1,072	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	194	194	0	0	0
Joints
Assembly with Seal	each	418	0	0	418	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,072	1,067	0	5	0
Steel Protective Coating	sq. ft.	3,259	2,967	292	0	0