RTE 907V over PED UP NR 148 ST (Route: 907)
Num:2266229x
Open: no restriction [A]
Built: 1936, Reconstructed: 1980
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 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: 7 m = 23.0 ft
Main Spans: 1 at 7 m = 23.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 22.2 m = 72.8 ft (6 Lanes) and Out-To-Out: 24.4 m = 80.1 ft for a 24.3 m = 79.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
RTE 9A NEAR 148 ST

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design:
Operating: 74.7 metric ton = 82.2 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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 2020 [0120] 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: 149597 (2017) and Trucks: 1%
Future ADT: 184453 (In 2039 )

RIVERSIDE DRIVE over OPP WEST 145TH ST (Route: 0)
Num:2267130x
Open: no restriction [A]
Built: 1930, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 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: 12.8 m = 42.0 ft
Main Spans: 1 at 12.4 m = 40.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 22.4 m = 73.5 ft (4 Lanes) and Out-To-Out: 43.1 m = 141.4 ft for a 17.7 m = 58.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
N RIVERSIDE DR & 145TH ST

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 59.5 metric ton = 65.5 tons ()
Inventory: 24.9 metric ton = 27.4 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] 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: 13822 (2019) and Trucks: 3%
Future ADT: 16790 (In 2039 )

N.ACCESS AT 145TH over 907V907VX4M11106: 907V90 (Route: 0)
Num:5523550x
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: 0.2 Miles (0.3 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: Bituminous [6]

Bridge Dimensions
Length: 144.2 m = 473.1 ft
Main Spans: 5 at 52.4 m = 171.9 ft
Approach Spans: 0
Skew: 17
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 14.4 m = 47.2 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by State Park: Forest: or Reservation Agency [11], DOT District: 0
2 M SOUTH OF G W BRIDGE

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 97.1 metric ton = 106.8 tons (Load Factor(LF) [1])
Inventory: 58.1 metric ton = 63.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
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: March 2020 [0320] 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: 300 (2009) and Trucks: 0%
Future ADT: 420 (In 2029 )

RIVERSIDE DRIVE over WEST 155TH STREET (Route: 0)
Num:2269240x
Open: no restriction [A]
Built: 1908, Reconstructed: 1958
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): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 12.5 m = 41.0 ft
Main Spans: 1 at 12.1 m = 39.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.4 m = 21.0 ft (1 Lanes) and Out-To-Out: 26.2 m = 86.0 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
RIVERSIDE DRIVE

Condition
Deck: Not Applicable [N]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 40.6 metric ton = 44.7 tons ()
Inventory: 11.2 metric ton = 12.3 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 13822 (2019) and Trucks: 3%
Future ADT: 16790 (In 2039 )

WEST 158TH STREET over RIVERSIDE DRIVE: AMTRAK- (Route: 0)
Num:2245250x
Open: no restriction [A]
Built: 1996, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

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: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 181.4 m = 595.2 ft
Main Spans: 7 at 33.5 m = 109.9 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 9.7 m = 31.8 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 4.49 m = 14.7 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
WEST 158TH STREET

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Excellent [9]
Loading
Design: MS 18 / HS 20 [5]
Operating: 71.7 metric ton = 78.9 tons (Load Factor(LF) [1])
Inventory: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Basically intolerable requiring high priority of corrrective action [3]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 1999 [1099] 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: 8992 (2001) and Trucks: 5%
Future ADT: 12589 (In 2021 )

RIVERSIDE DRIVE over WEST 158TH STREET: AMTRA (Route: 0)
Num:2246720x
Open: no restriction [A]
Built: 1927, Reconstructed: 1985
Historic: Bridge is not eligible for the NRHP. [5]

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): Steel [3] Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 587 m = 1925.9 ft
Main Spans: 39 at 21 m = 68.9 ft
Approach Spans: 38
Skew: 22
Width, Roadway: 18.3 m = 60.0 ft (4 Lanes) and Out-To-Out: 29.6 m = 97.1 ft for a 18.3 m = 60.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
IN NW MANHATTAN

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 34.7 metric ton = 38.2 tons ()
Inventory: 15.7 metric ton = 17.3 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Basically intolerable requiring high priority of corrrective action [3]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 1999 [1199] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 14619 (2018) and Trucks: 6%
Future ADT: 17759 (In 2039 )

RTE 9A over 158TH STREET: AMTRAK-W S (Route: 9)
Num:2229349x
Open: no restriction [A]
Built: 1939, Reconstructed: 1985
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] 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: 539.8 m = 1771.1 ft
Main Spans: 44 at 18.5 m = 60.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 21.7 m = 71.2 ft (6 Lanes) and Out-To-Out: 24 m = 78.7 ft for a 6.7 m = 22.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
4 MI NE ROUTE 9A+79 ST

Condition
Deck: Poor [4]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 75.7 metric ton = 83.3 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: Basically intolerable requiring high priority of replacement [2]
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: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 129646 (2018) and Trucks: 1%
Future ADT: 159853 (In 2039 )

RIVERSIDE DRIVE over W.138TH STREET (Route: 0)
Num:2246980x
Open: no restriction [A]
Built: 1920, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 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: 15.2 m = 49.9 ft
Main Spans: 1 at 15.2 m = 49.9 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 17.7 m = 58.1 ft (4 Lanes) and Out-To-Out: 40.5 m = 132.9 ft for a 17.6 m = 57.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
WEST MANHATTAN

Condition
Deck: Not Applicable [N]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 40.8 metric ton = 44.9 tons ()
Inventory: 15.6 metric ton = 17.2 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
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: January 2020 [0120] 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: 13822 (2019) and Trucks: 3%
Future ADT: 16790 (In 2039 )