RTE 9A over METRO NO COMMUTER: SPUYT (Route: 9)
Num:5521257x
Open: no restriction [A]
Built: 1935, Reconstructed: 2011
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] Arch - Deck [11]
Approach Span(s): Steel continuous [4] Mixed types [20]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 571.8 m = 1876.1 ft
Main Spans: 1 at 256 m = 839.9 ft
Approach Spans: 34
Skew: 0
Width, Roadway: 12.8 m = 42.0 ft (3 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 4.44 m = 14.6 ft and Navigational Clearance: 43.5 m = 142.7 ft

Location
New York [51000]: New York County [061], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
JCT SH 9A & HARLEM RIVER

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 50.8 metric ton = 55.9 tons (Allowable Stress(AS) [2])
Inventory: 32.7 metric ton = 36.0 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 1999 [1099] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 1.6 km = 1.0 mi
Traffic
ADT: 80577 (2019) and Trucks: 1%
Future ADT: 99351 (In 2039 )

RTE 9A over Henry Hudson Parkway Sou (Route: 9)
Num:5521258x
Open: no restriction [A]
Built: 1937, Reconstructed: 2013
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] 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: 734.3 m = 2409.2 ft
Main Spans: 72 at 18.2 m = 59.7 ft
Approach Spans: 0
Skew: 31
Width, Roadway: 14.3 m = 46.9 ft (3 Lanes) and Out-To-Out: 15.7 m = 51.5 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 4.77 m = 15.7 ft and Navigational Clearance: 43.5 m = 142.7 ft

Location
New York [51000]: New York County [061], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
SH 9A & SPUYTEN DUYVIL CK

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 42.6 metric ton = 46.9 tons (Allowable Stress(AS) [2])
Inventory: 22.7 metric ton = 25.0 tons (Allowable Stress(AS) [2])

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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 1.6 km = 1.0 mi
Traffic
ADT: 80577 (2019) and Trucks: 1%
Future ADT: 99351 (In 2039 )

RTE 907V over PED UP INWOOD PK (Route: 907)
Num:2266230x
Open: no restriction [A]
Built: 1936, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 6.4 m = 21.0 ft
Main Spans: 1 at 6.4 m = 21.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.5 m = 34.5 ft (3 Lanes) and Out-To-Out: 12.7 m = 41.7 ft for a 10.6 m = 34.8 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
1.7 MI N OF G WASH BR

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 74.3 metric ton = 81.7 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: 93673 (2018) and Trucks: 1%
Future ADT: 115498 (In 2039 )

RTE 907V over PED UP INWOOD PK (Route: 907)
Num:2266240x
Open: no restriction [A]
Built: 1936, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 7.3 m = 24.0 ft
Main Spans: 1 at 7.3 m = 24.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.3 m = 40.4 ft (3 Lanes) and Out-To-Out: 14.1 m = 46.3 ft for a 12.1 m = 39.7 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
1.9 MI N OF G WASH BR

Condition
Deck: Not Applicable [N]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 74.8 metric ton = 82.3 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: 93673 (2018) and Trucks: 1%
Future ADT: 115498 (In 2039 )

RTE 907V over KAPPOCK STREET (Route: 907)
Num:2229440x
Open: no restriction [A]
Built: 1937, 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): Concrete [1] Frame [07]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 18.6 m = 61.0 ft
Main Spans: 1 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 20.1 m = 65.9 ft (4 Lanes) and Out-To-Out: 25.1 m = 82.4 ft for a 20.1 m = 65.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Bronx County [005], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
.2 MI NE H.HUDSON BR+9A

Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 55.9 metric ton = 61.5 tons ()
Inventory: 22.5 metric ton = 24.8 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 1999 [699] 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: 80577 (2019) and Trucks: 1%
Future ADT: 99351 (In 2039 )

ISHAM PK VEHICULR over HARLEM RIV INLET (Route: 0)
Num:2246690x
Open: no restriction [A]
Built: 1935, Reconstructed: 2002
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): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 11 m = 36.1 ft
Main Spans: 1 at 10.6 m = 34.8 ft
Approach Spans: 0
Skew: 27
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 7.7 m = 25.3 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
New York [51000]: New York County [061], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
IN ISHAM PARK

Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 82 metric ton = 90.2 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 61.6 metric ton = 67.8 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

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: Basically intolerable requiring high priority of corrrective action [3]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 2020 [0220] 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: 29 (2015) and Trucks: 5%
Future ADT: 41 (In 2035 )