GOAT ISLND ACCESS over AMERICAN RAPIDS, PARK RD

Map

Coordinates:
+43.08317, -79.06270
43°04'59" N, 79°03'46" W

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

Name:	GOAT ISLND ACCESS over AMERICAN RAPIDS, PARK RD
Structure number:	000000005068150
Location:	3.8 MI W EXIT 21 OF I190
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	449.8 ft. `[137.1 m]`
Total length:	719.2 ft. `[219.2 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	4°
Owner:	State Park, Forest, or Reservation Agency `[11]`
Year built:	1960
Year reconstructed:	2002
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,043 `[as of 2010]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	61.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$11,440,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Good	Very Good	3043	61.0
November 2017	Good	Good	Good	Very Good	2984	61.0
November 2016	Good	Good	Good	Very Good	3166	61.0
September 2014	Good	Good	Good	Very Good	3201	58.0
September 2012	Good	Good	Good	Very Good	4148	58.0
October 2010	Good	Good	Good	Very Good	4148	59.0
September 2008	Good	Good	Good	Very Good	4148	59.0
July 2006	Good	Excellent	Good	Very Good	4148	59.0
September 2004	Good	Excellent	Good	Very Good	4148	59.0
July 2002	Good	Excellent	Good	Very Good	4148	59.0
October 2000	Fair	Fair	Fair	Fair	4148	43.0
December 1998	Fair	Fair	Fair	Fair	4148	44.0
December 1996	Poor	Poor	Poor	Poor	4182	35.0
December 1994	Poor	Poor	Poor	Poor	1910	37.0
November 1992	Poor	Poor	Poor	Poor	1910	36.0
December 1990	Poor	Poor	Poor	Poor	1910	36.0

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.	2,890	2,470	420	0	0
Steel Protective Coating	sq. ft.	63,017	46,100	16,759	0	158
Steel Stringer	linear ft.	2,988	900	1,164	924	0
Steel Protective Coating	sq. ft.	16,594	7,975	8,119	364	136
Deck
Reinforced Concrete Deck	sq. ft.	4,342	1,811	2,531	0	0
Wearing Surfaces	sq. ft.	3,728	0	1,504	2,224	0
Superstructure
Steel Floor Beam	linear ft.	429	0	346	39	44
Steel Protective Coating	sq. ft.	2,781	0	2,637	72	72
Substructure
Reinforced Concrete Pier Wall	linear ft.	132	88	0	44	0
Reinforced Concrete Abutment	linear ft.	88	44	44	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	17,351	17,321	30	0	0
Wearing Surfaces	sq. ft.	14,906	14,880	0	26	0
Steel Protective Coating	sq. ft.	13,400	13,189	211	0	0
Joints
Strip Seal Joint	linear ft.	44	0	16	0	28
Assembly with Seal	each	44	0	16	0	28
Bearings
Elastomeric Bearing	each	18	0	18	0	0
Steel Protective Coating	sq. ft.	36	0	0	36	0
Movable Bearing	each	9	0	0	9	0
Steel Protective Coating	sq. ft.	480	140	70	68	202
Fixed Bearing	each	3	0	3	0	0
Steel Protective Coating	sq. ft.	195	130	65	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,874	2,868	6	0	0
Steel Protective Coating	sq. ft.	14,706	11,765	2,501	0	440