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Nearby Bridges in NBI 2021: 3


VAN WYCK ROAD over RTE 987C (Route: 0)
Num:1068640x
Open: no restriction [A]
Built: 1956, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 24.1 m = 79.1 ft
Main Spans: 1 at 20.1 m = 65.9 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 10.4 m = 34.1 ft (2 Lanes) and Out-To-Out: 15 m = 49.2 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
2.1 MI N JCT PIP & SH 303
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 58.7 metric ton = 64.6 tons ()
Inventory: 23 metric ton = 25.3 tons ()
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 4040 (2015) and Trucks: 3%
Future ADT: 4998 (In 2039 )
VAN WYCK ROAD over RTE 987C (Route: 0)
Num:1068970x
Open: no restriction [A]
Built: 1956, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 24.1 m = 79.1 ft
Main Spans: 1 at 20.1 m = 65.9 ft
Approach Spans: 0
Skew: 38
Width, Roadway: 10.4 m = 34.1 ft (2 Lanes) and Out-To-Out: 14.9 m = 48.9 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
IN ORANGEBURG
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 58.7 metric ton = 64.6 tons ()
Inventory: 23 metric ton = 25.3 tons ()
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 4040 (2015) and Trucks: 3%
Future ADT: 4998 (In 2039 )
RTE 987C over CONVENT ROAD COUNTY ROAD (Route: 987)
Num:1068639x
Open: no restriction [A]
Built: 1956, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 20.7 m = 67.9 ft
Main Spans: 1 at 16.7 m = 54.8 ft
Approach Spans: 0
Skew: 37
Width, Roadway: 25.8 m = 84.6 ft (4 Lanes) and Out-To-Out: 28.1 m = 92.2 ft for a 10.1 m = 33.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Orangetown [55211]: Rockland County [087], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 85
1.7 MI N JCT PIP+RTE 303
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 55.2 metric ton = 60.7 tons ()
Inventory: 20.2 metric ton = 22.2 tons ()
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 1.1 km = 0.7 mi
Traffic
ADT: 59853 (2011) and Trucks: 4%
Future ADT: 84434 (In 2039 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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