RTE 955 over River Road / Niagara Par (Route: 955)
Num:5068199x
Open: no restriction [A]
Built: 1941, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Arch - Deck [11]
Approach Span(s): Concrete continuous [2] Arch - Deck [11]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 440.1 m = 1444.0 ft
Main Spans: 1 at 303.2 m = 994.8 ft
Approach Spans: 10
Skew: 3
Width, Roadway: 13.4 m = 44.0 ft (4 Lanes) and Out-To-Out: 20.2 m = 66.3 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 4.87 m = 16.0 ft and Navigational Clearance: 21.9 m = 71.9 ft

Location
Niagara Falls [51055]: Niagara County [063], New York [36]
Owned by Local Toll Authority [32], DOT District: 54
0.1 MI W OF INT 104 & 384

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 76.7 metric ton = 84.4 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.4 km = 0.2 mi
Traffic
ADT: 6764 (2011) and Trucks: 4%
Future ADT: 6795 (In 2039 )

MAINLAND GREEN IS over NIAGARA RIVER (Route: 0)
Num:5522000x
Bridge closed to all traffic [K]
Built: 1901, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 125 m = 410.1 ft
Main Spans: 3 at 37.8 m = 124.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 12.2 m = 40.0 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Niagara Falls [51055]: Niagara County [063], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 54
NIAGARA FALLS SW

Condition
Deck: Not Applicable [N]
Superstructure: Critical [2]
Substructure: Fair [5]
Loading
Design:
Operating: 0 metric ton = 0.0 tons (Load Factor(LF) [1])
Inventory: 0 metric ton = 0.0 tons (Load Factor(LF) [1])

Appraisal
Structural:
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: November 2020 [1120] and Frequency: 12

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 50 (2009) and Trucks: 10%
Future ADT: 70 (In 2029 )

GOAT IS-GREEN IS over NIAGARA RIVER (Route: 0)
Num:5522010x
Bridge closed to all traffic [K]
Built: 1901, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 54.9 m = 180.1 ft
Main Spans: 3 at 19.2 m = 63.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 12.2 m = 40.0 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Niagara Falls [51055]: Niagara County [063], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 54
NIAGARA FALLS SW

Condition
Deck: Not Applicable [N]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design:
Operating: 0 metric ton = 0.0 tons (Load Factor(LF) [1])
Inventory: 0 metric ton = 0.0 tons (Load Factor(LF) [1])

Appraisal
Structural:
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 50 (2009) and Trucks: 10%
Future ADT: 70 (In 2029 )

GOAT ISLND ACCESS over AMERICAN RAPIDS: PARK RD (Route: 0)
Num:5068150x
Open: no restriction [A]
Built: 1960, Reconstructed: 2002
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 219.2 m = 719.2 ft
Main Spans: 4 at 137.1 m = 449.8 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 13.4 m = 44.0 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Niagara Falls [51055]: Niagara County [063], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 54
3.8 MI W EXIT 21 OF I190

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 89.8 metric ton = 98.8 tons (Load Factor(LF) [1])
Inventory: 46.3 metric ton = 50.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: December 2020 [1220] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 4117 (2019) and Trucks: 10%
Future ADT: 5764 (In 2039 )

AMERICAN FALLS BR over GOAT ISLAND DRIVE (Route: 0)
Num:5522060x
Open: no restriction [A]
Built: 1958, Reconstructed: 2002
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 24.4 m = 80.1 ft
Main Spans: 1 at 23 m = 75.5 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 7.9 m = 25.9 ft (2 Lanes) and Out-To-Out: 9.2 m = 30.2 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Niagara Falls [51055]: Niagara County [063], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 54
GOAT ISLAND-NIAGARA FALLS

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 89.8 metric ton = 98.8 tons (Load Factor(LF) [1])
Inventory: 56.2 metric ton = 61.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 4117 (2019) and Trucks: 10%
Future ADT: 5764 (In 2039 )