RTE I84 over GRAND AVENUE, HUDSON RIV

Orange County, New York

Map

Coordinates:
+41.52123, -74.01016
41°31'16" N, 74°00'37" W

View more info at Bridgehunter.com

Facts

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

Name:	RTE I84 over GRAND AVENUE, HUDSON RIV
Structure number:	000000005060381
Location:	JCT.RTE I-84 & HUDSON R.
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Tolls:	Yes `[1]`
Length of largest span:	1000.0 ft. `[304.8 m]`
Total length:	7860.3 ft. `[2395.7 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Vertical clearance above deck:	16.7 ft. `[5.1 m]`
Vertical clearance below bridge:	147.6 ft. `[45.0 m]`
Skew angle:	1°
Owner:	State Toll Authority `[31]`
Year built:	1963
Year reconstructed:	1984
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	14
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
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: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	33,848 `[as of 2014]`
Truck traffic:	15% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	70.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$314,188,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Fair	Satisfactory	Good	33848	70.9
May 2015	Fair	Fair	Satisfactory	Good	33848	70.9
June 2013	Fair	Fair	Satisfactory	Good	33875	70.9
June 2011	Fair	Fair	Good	Good	35382	70.8
June 2009	Fair	Fair	Good	Good	35382	70.8
May 2007	Fair	Fair	Good	Good	34510	70.9
June 2005	Fair	Fair	Good	Good	35382	70.2
June 2003	Fair	Fair	Good	Good	31656	70.4
July 2001	Fair	Fair	Good	Good	31656	70.4
June 1999	Fair	Fair	Good	Good	29746	70.5
June 1997	Fair	Fair	Satisfactory	Fair	27600	59.3
May 1995	Poor	Poor	Fair	Fair	26900	55.9
July 1993	Poor	Poor	Fair	Fair	26782	55.9
June 1992	Fair	Fair	Satisfactory	Fair	26906	58.0
June 1990	Fair	Fair	Satisfactory	Fair	26200	58.1

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.	3,737	3,676	46	15	0
Steel Protective Coating	sq. ft.	64,318	64,282	36	0	0
Steel Stringer	linear ft.	53,969	53,955	1	13	0
Steel Protective Coating	sq. ft.	411,445	409,635	0	905	905
Deck
Reinforced Concrete Deck	sq. ft.	302,448	0	286,152	16,296	0
Wearing Surfaces	sq. ft.	267,006	2,494	263,519	921	72
Superstructure
Steel Truss	linear ft.	13,742	10,306	3,269	167	0
Steel Protective Coating	sq. ft.	1,483,907	1,475,771	1,041	3,548	3,547
Steel Floor Beam	linear ft.	8,694	8,690	4	0	0
Steel Protective Coating	sq. ft.	116,711	116,531	180	0	0
Steel Pin or Pin & Hangar Assembly	each	22	22	0	0	0
Steel Protective Coating	sq. ft.	7,845	7,845	0	0	0
Steel Gusset Plate	each	776	388	385	3	0
Steel Protective Coating	sq. ft.	18,624	18,077	365	182	0
Substructure
Reinforced Concrete Column	each	56	18	38	0	0
Reinforced Concrete Pier Wall	linear ft.	620	0	612	8	0
Reinforced Concrete Abutment	linear ft.	86	38	48	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	2	0	2	0	0
Reinforced Concrete Pier Cap	linear ft.	480	88	374	18	0
Deck
Concrete Filled Grid Deck	sq. ft.	10,419	0	10,419	0	0
Wearing Surfaces	sq. ft.	29,550	0	29,155	331	64
Joints
Compression Joint	linear ft.	1,886	0	1,697	124	65
Open Joint	linear ft.	328	0	328	0	0
Assembly without Seal Joint	linear ft.	287	0	287	0	0
Other Joint	linear ft.	41	20	21	0	0
Bearings
Movable Bearing	each	46	44	0	2	0
Steel Protective Coating	sq. ft.	408	408	0	0	0
Fixed Bearing	each	33	33	0	0	0
Steel Protective Coating	sq. ft.	642	642	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	15,699	0	15,450	249	0
Steel Protective Coating	sq. ft.	128,064	34,380	70,287	21,678	1,719
Reinforced Concrete Bridge Rail	linear ft.	1,957	0	1,957	0	0