BORDEN AVE BRIDGE over DUTCH KILLS (Route: 0)
Num:2240410x
Open: no restriction [A]
Built: 1908, Reconstructed: 2011
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Movable - Swing [17]
Approach Span(s): Other [00]
Deck: Open Grating [3] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 51.5 m = 169.0 ft
Main Spans: 2 at 25.6 m = 84.0 ft
Approach Spans: 0
Skew: 40
Width, Roadway: 10.4 m = 34.1 ft (2 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 1.2 m = 3.9 ft

Location
New York [51000]: Queens County [081], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
1.1 MILES W JCT LIE & BQE

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 89 metric ton = 97.9 tons ()
Inventory: 29.4 metric ton = 32.3 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Somewhat better than minimum adequacy to tolerate being left in place as is [5] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: July 1999 [799] 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: 13847 (2019) and Trucks: 14%
Future ADT: 16821 (In 2039 )

RTE I495 over VAN DAM STREET: DUTCH KI (Route: 495)
Num:2230219x
Open: no restriction [A]
Built: 1940, Reconstructed: 1989
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Steel [3] Mixed types [20]
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: 1457.9 m = 4783.4 ft
Main Spans: 3 at 41.4 m = 135.8 ft
Approach Spans: 49
Skew: 0
Width, Roadway: 25.6 m = 84.0 ft (6 Lanes) and Out-To-Out: 27.3 m = 89.6 ft for a 25.6 m = 84.0 ft approaching roadway.
Vertical Clearance: 4.72 m = 15.5 ft and Navigational Clearance: 27.4 m = 89.9 ft

Location
New York [51000]: Queens County [081], New York [36]
Owned by State Highway Agency [01], DOT District: 0
1.2 MI NW I278+I495

Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 75.2 metric ton = 82.7 tons ()
Inventory: 31.4 metric ton = 34.5 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Meets minimum tolerable limits to be left in place as is [4] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 1999 [1199] 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: 78315 (2018) and Trucks: 6%
Future ADT: 100070 (In 2039 )

HUNTERS POINT AVE over DUTCH KILLS CREEK (Route: 0)
Num:2240450x
Open: no restriction [A]
Built: 1910, Reconstructed: 1981
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 71.3 m = 233.9 ft
Main Spans: 2 at 24 m = 78.7 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 15.8 m = 51.8 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 5.72 m = 18.8 ft and Navigational Clearance: 4.9 m = 16.1 ft

Location
New York [51000]: Queens County [081], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT HUNTERS POINT

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 13.5 / HS 15 [3]
Operating: 55.4 metric ton = 60.9 tons ()
Inventory: 24.5 metric ton = 27.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Meets minimum tolerable limits to be left in place as is [4] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] 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: 6264 (2018) and Trucks: 12%
Future ADT: 12291 (In 2039 )

49TH AVENUE over LONG ISLAND RR: AMTRAK (Route: 0)
Num:2247290x
Open: no restriction [A]
Built: 1908, Reconstructed: 1983
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
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: 101.2 m = 332.0 ft
Main Spans: 5 at 22.3 m = 73.2 ft
Approach Spans: 0
Skew: 54
Width, Roadway: 12.8 m = 42.0 ft (4 Lanes) and Out-To-Out: 19 m = 62.3 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Queens County [081], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT SUNNYSIDE

Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design:
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 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: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 13434 (2016) and Trucks: 8%
Future ADT: 26361 (In 2039 )

RTE 25 over LIRR-N SHORE YARD (Route: 25)
Num:2247270x
Open: no restriction [A]
Built: 1908, Reconstructed: 1993
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 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: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 83.5 m = 274.0 ft
Main Spans: 6 at 17 m = 55.8 ft
Approach Spans: 0
Skew: 21
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 19.6 m = 64.3 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Queens County [081], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT HUNTERS POINT

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 35.4 metric ton = 38.9 tons (Load Factor(LF) [1])
Inventory: 20.9 metric ton = 23.0 tons (Load Factor(LF) [1])

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: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 1999 [1199] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 8876 (2018) and Trucks: 16%
Future ADT: 10782 (In 2039 )

GREENPOINT AVENUE over LIRR: NEWTOWN CREEK (Route: 0)
Num:2240370x
Open: no restriction [A]
Built: 1989, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 328 m = 1076.2 ft
Main Spans: 1 at 62.1 m = 203.8 ft
Approach Spans: 11
Skew: 11
Width, Roadway: 17.1 m = 56.1 ft (4 Lanes) and Out-To-Out: 21.3 m = 69.9 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 9.1 m = 29.9 ft

Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
OVER NEWTON CREEK

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 80.2 metric ton = 88.2 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: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 1999 [899] 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: 29102 (2019) and Trucks: 8%
Future ADT: 29238 (In 2039 )