RTE I278 over RTE I278, BROOKLYN BRIDG

Map

Coordinates:
+40.70343, -73.99125
40°42'12" N, 73°59'29" 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:	535.8 ft. `[163.3 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:	106,102 `[as of 2006]`
Truck traffic:	10% 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 replacement `[2]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	85.9 tons `[78.1 metric tons]`
Inventory rating:	21.6 tons `[19.6 metric tons]`
Sufficiency rating:	28.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$20,090,000

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