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Nearby Bridges in NBI 2021: 3


RTE 9W over OLD MINE ROAD: DOCK BROO (Route: 9)
Num:1007160x
Open: no restriction [A]
Built: 1932, Reconstructed: 1986
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): Steel [3] Arch - Deck [11]
Approach Span(s): Concrete [1] Slab [01]
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: 150.3 m = 493.1 ft
Main Spans: 3 at 48.7 m = 159.8 ft
Approach Spans: 10
Skew: 0
Width, Roadway: 14.1 m = 46.3 ft (4 Lanes) and Out-To-Out: 17 m = 55.8 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Highlands [34550]: Orange County [071], New York [36]
Owned by State Highway Agency [01], DOT District: 83
0.6 MI N JCT RTS 9W+6
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 29 metric ton = 31.9 tons (Load Factor(LF) [1])
Inventory: 17.2 metric ton = 18.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Equal to present desirable criteria [8] 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: 2 km = 1.2 mi
Traffic
ADT: 19600 (2019) and Trucks: 5%
Future ADT: 19692 (In 2039 )
RTE 9W over POPOLOPEN CREEK (Route: 9)
Num:1007150x
Open: no restriction [A]
Built: 1937, Reconstructed: 2017
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Deck [09]
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: 185.3 m = 608.0 ft
Main Spans: 3 at 99.4 m = 326.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 13.1 m = 43.0 ft (4 Lanes) and Out-To-Out: 16.5 m = 54.1 ft for a 13.1 m = 43.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Highlands [34550]: Orange County [071], New York [36]
Owned by State Highway Agency [01], DOT District: 83
.3 MI N JCT US 9W & US 6
Condition
Deck: Very Good [8]
Superstructure: Poor [4]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 49 metric ton = 53.9 tons (Load Factor(LF) [1])
Inventory: 29 metric ton = 31.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: December 1999 [1299] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2 km = 1.2 mi
Traffic
ADT: 19600 (2019) and Trucks: 5%
Future ADT: 19692 (In 2039 )
RTE 6 over CSXT RIVER LINE: HUDSON (Route: 6)
Num:5503400x
Posted for load [P]
Built: 1924, Reconstructed: 2004
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Suspension [13]
Approach Span(s): Steel [3] Truss - Deck [09]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 688.2 m = 2258.0 ft
Main Spans: 1 at 497.4 m = 1632.0 ft
Approach Spans: 5
Skew: 0
Width, Roadway: 11.6 m = 38.1 ft (2 Lanes) and Out-To-Out: 14.8 m = 48.6 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 5.96 m = 19.6 ft and Navigational Clearance: 47.2 m = 154.9 ft
Location
Stony Point [71674]: Rockland County [087], New York [36]
Owned by State Toll Authority [31], DOT District: 85
JCT RTS 6-202 < HUDSON R
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 83 metric ton = 91.3 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: May 2020 [0520] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 5.9 km = 3.7 mi
Traffic
ADT: 22477 (2014) and Trucks: 4%
Future ADT: 31708 (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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