RTE I295 over END APPR RAMP B, EAST RI

Queens County, New York

Map

Coordinates:
+40.80466, -73.79373
40°48'17" N, 73°47'37" W

View more info at Bridgehunter.com

Facts

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

Name:	RTE I295 over END APPR RAMP B, EAST RI
Structure number:	000000005521269
Location:	295I OVER EAST RIVER
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Tolls:	Yes `[1]`
Length of largest span:	1800.0 ft. `[548.6 m]`
Total length:	11210.5 ft. `[3416.8 m]`
Roadway width between curbs:	81.4 ft. `[24.8 m]`
Deck width edge-to-edge:	86.6 ft. `[26.4 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Vertical clearance below bridge:	141.1 ft. `[43.0 m]`
Skew angle:	5°
Owner:	Local Toll Authority `[32]`
Year built:	1961
Year reconstructed:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Suspension `[13]`
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: August 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	115,453 `[as of 2011]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	32.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$792,800,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Satisfactory	Poor	Fair	115453	32.4
November 2015	Poor	Satisfactory	Poor	Fair	111890	31.4
November 2013	Poor	Satisfactory	Poor	Fair	111425	47.8
October 2011	Poor	Satisfactory	Poor	Fair	111400	21.0
October 2009	Poor	Satisfactory	Poor	Fair	90290	35.4
October 2007	Poor	Satisfactory	Poor	Fair	90290	35.4
November 2005	Poor	Satisfactory	Poor	Fair	90290	44.1
September 2003	Poor	Satisfactory	Poor	Fair	90290	43.1
August 2001	Poor	Satisfactory	Poor	Fair	90290	43.1
August 1999	Poor	Satisfactory	Poor	Poor	90290	43.1
September 1997	Poor	Fair	Serious	Poor	90290	20.0
November 1995	Poor	Poor	Serious	Poor	90290	20.0
August 1994	Poor	Poor	Serious	Poor	78828	20.0
September 1992	Poor	Poor	Serious	Poor	78828	20.0
November 1990	Poor	Poor	Poor	Poor	78828	45.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	37,176	36,218	448	502	8
Steel Protective Coating	sq. ft.	1,013,370	1,004,735	8,628	7	0
Reinforced Concrete Girder/Beam	linear ft.	720	419	290	11	0
Steel Stringer	linear ft.	154,400	146,508	78	7,814	0
Steel Protective Coating	sq. ft.	1,054,146	1,011,756	42,375	15	0
Deck
Reinforced Concrete Deck	sq. ft.	180,509	178,435	1,829	245	0
Wearing Surfaces	sq. ft.	158,103	152,453	4,950	700	0
Superstructure
Steel Truss	linear ft.	5,820	4,998	88	734	0
Steel Protective Coating	sq. ft.	321,560	302,160	19,400	0	0
Steel Main Cable	linear ft.	20,416	20,396	20	0	0
Steel Protective Coating	sq. ft.	93,700	93,700	0	0	0
Steel Secondary Cable	each	142	125	17	0	0
Steel Protective Coating	sq. ft.	26,680	26,680	0	0	0
Steel Floor Beam	linear ft.	43,201	33,813	169	9,219	0
Steel Protective Coating	sq. ft.	831,300	715,877	115,423	0	0
Reinforced Concrete Floor Beam	linear ft.	152	137	15	0	0
Steel Pin or Pin & Hangar Assembly	each	8	5	3	0	0
Steel Protective Coating	sq. ft.	1,608	1,608	0	0	0
Steel Gusset Plate	each	1,885	1,236	62	585	2
Steel Protective Coating	sq. ft.	113,718	112,678	1,040	0	0
Substructure
Reinforced Concrete Column	each	123	22	16	85	0
Steel Column Tower/Trestle	linear ft.	1,326	503	783	40	0
Steel Protective Coating	sq. ft.	751,500	595,401	78,325	77,774	0
Reinforced Concrete Pier Wall	linear ft.	788	594	189	5	0
Reinforced Concrete Abutment	linear ft.	140	7	133	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	176	83	88	5	0
Reinforced Concrete Pier Cap	linear ft.	3,039	2,541	316	182	0
Deck
Concrete Filled Grid Deck	sq. ft.	207,268	197,116	8,950	1,202	0
Wearing Surfaces	sq. ft.	212,346	211,744	588	14	0
Steel Protective Coating	sq. ft.	243,692	233,540	8,950	1,202	0
Corrugated or Orthotropic Deck	sq. ft.	466,898	466,709	43	146	0
Wearing Surfaces	sq. ft.	493,096	488,635	4,435	26	0
Steel Protective Coating	sq. ft.	1,088,000	1,083,160	4,755	85	0
Joints
Pourable Joint	linear ft.	90	80	10	0	0
Compression Joint	linear ft.	2,926	1,779	827	320	0
Open Joint	linear ft.	3,699	1,952	1,488	259	0
Bearings
Elastomeric Bearing	each	291	191	99	0	1
Steel Protective Coating	sq. ft.	2,860	2,860	0	0	0
Movable Bearing	each	231	93	81	57	0
Steel Protective Coating	sq. ft.	1,510	1,266	188	56	0
Fixed Bearing	each	174	57	95	22	0
Steel Protective Coating	sq. ft.	2,158	1,818	320	20	0
Other Bearing	each	8	6	0	2	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	27,618	27,071	166	381	0
Steel Protective Coating	sq. ft.	306,577	306,282	295	0	0
Reinforced Concrete Bridge Rail	linear ft.	5,510	4,114	1,326	70	0