440 X NB over W 4th Street (Route: 440)
Num: 382304Bx
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 893.1 m = 2930.3 ft
Main Spans: 14 at 76.8 m = 252.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 16.2 m = 53.2 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 6.09 m = 20.0 ft and Navigational Clearance: 30.2 m = 99.1 ft

Location
Bayonne [03580]: Hudson County [017], New Jersey [34]
Owned by Private (other than railroad) [26], DOT District: 1
Bayonne NB NJ Approach

Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 85.5 metric ton = 94.1 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 38.2 metric ton = 42.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])

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: Superior to present desirable criteria [9]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2.6 km = 1.6 mi
Traffic
ADT: 25900 (2019) and Trucks: 4%
Future ADT: 31600 (In 2039 )

RTE 440 over Gertrude Street: Juliett (Route: 440)
Num:00000000552304Bx
Open: no restriction [A]
Built: 2017, 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): Prestressed concrete [5] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 892.5 m = 2928.3 ft
Main Spans: 14 at 76.8 m = 252.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 19.8 m = 65.0 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 5.28 m = 17.3 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
NORTH OF BAYONNE BR

Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 94.3 metric ton = 103.7 tons ()
Inventory: 24.5 metric ton = 27.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2.5 km = 1.6 mi
Traffic
ADT: 31397 (2019) and Trucks: 8%
Future ADT: 38712 (In 2039 )

440X SB over W. 4th Street (Route: 440)
Num: 382304Ax
Open: no restriction [A]
Built: 2019, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 893.1 m = 2930.3 ft
Main Spans: 14 at 76.8 m = 252.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 12.9 m = 42.3 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 6.09 m = 20.0 ft and Navigational Clearance: 0 = N/A

Location
Bayonne [03580]: Hudson County [017], New Jersey [34]
Owned by Private (other than railroad) [26], DOT District: 1
NJ 440

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 49.2 metric ton = 54.1 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 37.9 metric ton = 41.7 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: Better than present minimum criteria [7]
Road Alignment: Superior to present desirable criteria [9]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 2.6 km = 1.6 mi
Traffic
ADT: 25900 (2019) and Trucks: 4%
Future ADT: 31600 (In 2019 )

440 X over Kill Van Kull (Route: 440)
Num:3823040x
Open: no restriction [A]
Built: 1931, Reconstructed: 2017
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel [3] Arch - Thru [12]
Approach Span(s): Steel [3] Girder and floorbeam system [03]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 565.1 m = 1854.1 ft
Main Spans: 1 at 518.8 m = 1702.2 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 18.7 m = 61.4 ft (4 Lanes) and Out-To-Out: 23.7 m = 77.8 ft for a 21.9 m = 71.9 ft approaching roadway.
Vertical Clearance: 5.28 m = 17.3 ft and Navigational Clearance: 30.2 m = 99.1 ft

Location
Bayonne [03580]: Hudson County [017], New Jersey [34]
Owned by Local Toll Authority [32], DOT District: 1
NJ 440

Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 46.7 metric ton = 51.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 36 metric ton = 39.6 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: 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 assessed or calculated scour condition. [5]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 2.6 km = 1.6 mi
Traffic
ADT: 9521 (2019) and Trucks: 11%
Future ADT: 10029 (In 2039 )

RTE 440 over KILL VAN KULL (Route: 440)
Num:5523040x
Open: no restriction [A]
Built: 1931, Reconstructed: 2017
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel [3] Arch - Thru [12]
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: 565.1 m = 1854.1 ft
Main Spans: 3 at 518.8 m = 1702.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 18.7 m = 61.4 ft (4 Lanes) and Out-To-Out: 23.7 m = 77.8 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 5.28 m = 17.3 ft and Navigational Clearance: 999.9 m = 3280.7 ft

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
BAYONNE BR OVR KIL VN KUL

Condition
Deck: Excellent [9]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 85.1 metric ton = 93.6 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()

Appraisal
Structural: Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2.5 km = 1.6 mi
Traffic
ADT: 31397 (2019) and Trucks: 8%
Future ADT: 38712 (In 2039 )

RTE 440 over Newark Avenue: INNIS STR (Route: 440)
Num:00000000552304Cx
Open: no restriction [A]
Built: 2017, 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): Prestressed concrete [5] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 725.4 m = 2380.0 ft
Main Spans: 12 at 82.9 m = 272.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 16.2 m = 53.2 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 5.28 m = 17.3 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
SOUTH OF BAYONNE BR

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 88.4 metric ton = 97.2 tons ()
Inventory: 24.5 metric ton = 27.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 2.5 km = 1.6 mi
Traffic
ADT: 31397 (2019) and Trucks: 8%
Future ADT: 38712 (In 2039 )

RTE 440 over Newark Avenue: Richmond (Route: 440)
Num:00000000552304Dx
Open: no restriction [A]
Built: 2018, 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): Prestressed concrete [5] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 726.3 m = 2383.0 ft
Main Spans: 12 at 82.9 m = 272.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 11.9 m = 39.0 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 5.28 m = 17.3 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
SOUTH OF BAYONNE BR

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 99.8 metric ton = 109.8 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2.5 km = 1.6 mi
Traffic
ADT: 31397 (2019) and Trucks: 8%
Future ADT: 38712 (In 2039 )

RTE 440 over Gertrude Street: Juliett (Route: 440)
Num:00000000552304Ax
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
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): Prestressed concrete [5] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 893.1 m = 2930.3 ft
Main Spans: 14 at 76.8 m = 252.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 11.9 m = 39.0 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
NORTH OF BAYONNE BR

Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 2.5 km = 1.6 mi
Traffic
ADT: 31397 (2019) and Trucks: 8%
Future ADT: 38712 (In 2039 )