RTE 44 over AMTRAK, Gerald Drive, Ri

Ulster County, New York

Map

Coordinates:
+41.70338, -73.95057
41°42'12" N, 73°57'02" W

View more info at Bridgehunter.com

Facts

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

Name:	RTE 44 over AMTRAK, Gerald Drive, Ri
Structure number:	000000005025530
Location:	JCT RTS 44-55 < HUDSON R
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes `[1]`
Length of largest span:	1494.8 ft. `[455.6 m]`
Total length:	4201.3 ft. `[1280.5 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	134.5 ft. `[41.0 m]`
Owner:	State Toll Authority `[31]`
Year built:	1930
Year reconstructed:	1989
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Suspension `[13]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	40,831 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	51.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$196,908,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Satisfactory	Satisfactory	40831	51.2
May 2016	Fair	Fair	Satisfactory	Satisfactory	37852	52.9
July 2014	Fair	Fair	Satisfactory	Satisfactory	37654	53.1
June 2012	Fair	Fair	Satisfactory	Satisfactory	37700	53.1
August 2010	Fair	Fair	Satisfactory	Satisfactory	40008	51.1
July 2008	Fair	Fair	Satisfactory	Satisfactory	38482	52.9
May 2006	Fair	Fair	Satisfactory	Satisfactory	38400	52.3
June 2004	Fair	Fair	Satisfactory	Satisfactory	36411	54.3
July 2002	Fair	Fair	Satisfactory	Satisfactory	36411	54.3
July 2000	Fair	Fair	Satisfactory	Satisfactory	34699	52.3
June 1998	Fair	Fair	Satisfactory	Satisfactory	34428	52.3
August 1996	Fair	Fair	Fair	Fair	32700	47.2
July 1994	Poor	Poor	Fair	Fair	32030	45.2
July 1992	Poor	Poor	Fair	Fair	32552	44.7
June 1991	Fair	Fair	Fair	Fair	32600	44.2

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.	3,123	3,105	17	1	0
Steel Protective Coating	sq. ft.	40,625	0	40,467	158	0
Reinforced Concrete Girder/Beam	linear ft.	710	416	290	4	0
Steel Stringer	linear ft.	49,006	44,027	4,527	452	0
Steel Protective Coating	sq. ft.	248,564	0	246,234	2,330	0
Deck
Reinforced Concrete Deck	sq. ft.	36,091	0	35,959	132	0
Wearing Surfaces	sq. ft.	31,167	0	31,167	0	0
Superstructure
Steel Truss	linear ft.	6,477	169	6,168	140	0
Steel Protective Coating	sq. ft.	432,157	0	427,996	4,161	0
Steel Main Cable	linear ft.	9,326	0	9,325	1	0
Steel Protective Coating	sq. ft.	43,809	0	43,752	57	0
Steel Secondary Cable	each	282	0	282	0	0
Steel Protective Coating	sq. ft.	34,644	0	33,798	846	0
Steel Floor Beam	linear ft.	8,568	1,360	6,774	434	0
Steel Protective Coating	sq. ft.	121,381	0	120,298	1,083	0
Reinforced Concrete Floor Beam	linear ft.	532	0	444	88	0
Deck
Reinforced Concrete Top Flange	sq. ft.	12,816	0	12,776	40	0
Wearing Surfaces	sq. ft.	8,177	0	8,127	50	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	12	0	8	4	0
Steel Protective Coating	sq. ft.	1,108	277	831	0	0
Steel Gusset Plate	each	644	346	298	0	0
Steel Protective Coating	sq. ft.	15,456	0	15,317	139	0
Substructure
Reinforced Concrete Column	each	25	7	16	2	0
Steel Column Tower/Trestle	linear ft.	552	380	172	0	0
Steel Protective Coating	sq. ft.	177,552	88,778	79,898	8,876	0
Reinforced Concrete Pier Wall	linear ft.	1,286	78	1,196	12	0
Other Material Pier Wall	linear ft.	230	0	230	0	0
Masonry Pier Wall	linear ft.	1,302	0	1,302	0	0
Reinforced Concrete Abutment	linear ft.	149	78	71	0	0
Reinforced Concrete Pier Cap	linear ft.	228	112	116	0	0
Deck
Concrete Filled Grid Deck	sq. ft.	102,000	81,602	16,319	4,079	0
Wearing Surfaces	sq. ft.	93,000	0	92,966	34	0
Joints
Compression Joint	linear ft.	353	16	329	8	0
Open Joint	linear ft.	62	0	62	0	0
Other Joint	linear ft.	456	75	379	2	0
Bearings
Movable Bearing	each	80	9	58	13	0
Steel Protective Coating	sq. ft.	400	0	380	20	0
Fixed Bearing	each	56	6	50	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	8,657	2,641	5,787	229	0
Reinforced Concrete Bridge Rail	linear ft.	127	0	127	0	0
Masonry Bridge Rail	linear ft.	293	36	257	0	0
Deck
Reinforced Concrete Slab	sq. ft.	19,986	0	19,342	644	0
Wearing Surfaces	sq. ft.	17,093	0	17,084	9	0