440 440 06011015 over Arthur Kill (Route: 440)
Num:3823069x
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
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] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 640.1 m = 2100.2 ft
Main Spans: 5 at 228.6 m = 750.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (4 Lanes) and Out-To-Out: 13.7 m = 44.9 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 5.92 m = 19.4 ft and Navigational Clearance: 41.1 m = 134.8 ft

Location
Perth Amboy [58200]: Middlesex County [023], New Jersey [34]
Owned by Private (other than railroad) [26], DOT District: 1
3 miles north of NJ TRPK

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 54.4 metric ton = 59.8 tons (Load Factor(LF) [1])
Inventory: 31.8 metric ton = 35.0 tons (Load Factor(LF) [1])

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 minimum criteria [6]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 4.7 km = 2.9 mi
Traffic
ADT: 83856 (2014) and Trucks: 2%
Future ADT: 93080 (In 2037 )

RTE 440 over ARTHUR KILL (Route: 440)
Num:5523069x
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
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] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 640.1 m = 2100.2 ft
Main Spans: 5 at 228.6 m = 750.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (4 Lanes) and Out-To-Out: 13.7 m = 44.9 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 5.91 m = 19.4 ft and Navigational Clearance: 41.1 m = 134.8 ft

Location
New York [51000]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
ARTHUR KILL

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 58.1 metric ton = 63.9 tons (Load Factor(LF) [1])
Inventory: 34.5 metric ton = 38.0 tons (Load Factor(LF) [1])

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 minimum criteria [6]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 4.6 km = 2.9 mi
Traffic
ADT: 85717 (2014) and Trucks: 3%
Future ADT: 105689 (In 2039 )

440 440 06011015 over State Street Ramp (Route: 440)
Num: 382306Bx
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 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: Bituminous [6]

Bridge Dimensions
Length: 1491.7 m = 4894.3 ft
Main Spans: 66 at 31.7 m = 104.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 16.9 m = 55.4 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
Perth Amboy [58200]: Middlesex County [023], New Jersey [34]
Owned by Private (other than railroad) [26], DOT District: 1
3 miles north of NJ TRPK

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 44.5 metric ton = 49.0 tons (Load Factor(LF) [1])
Inventory: 26.3 metric ton = 28.9 tons (Load Factor(LF) [1])

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 minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 1 km = 0.6 mi
Traffic
ADT: 83856 (2014) and Trucks: 2%
Future ADT: 93080 (In 2037 )

RTE 440 over High Street: State Stree (Route: 440)
Num:00000000552306Bx
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 1491.7 m = 4894.3 ft
Main Spans: 66 at 31.6 m = 103.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 16.9 m = 55.4 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]: Richmond County [085], New York [36]
Owned by Local Toll Authority [32], DOT District: 0
ARTHUR KILL

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 28.1 metric ton = 30.9 tons (Load Factor(LF) [1])
Inventory: 16.3 metric ton = 17.9 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: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.9 km = 0.6 mi
Traffic
ADT: 85717 (2014) and Trucks: 3%
Future ADT: 105689 (In 2039 )

440 440 06011015 over Arthur Kill Road (Route: 440)
Num: 382306Ax
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 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: Bituminous [6]

Bridge Dimensions
Length: 704.1 m = 2310.2 ft
Main Spans: 39 at 35.1 m = 115.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 16.9 m = 55.4 ft for a 38.4 m = 126.0 ft approaching roadway.
Vertical Clearance: 6.2 m = 20.3 ft and Navigational Clearance: 0 = N/A

Location
Perth Amboy [58200]: Middlesex County [023], New Jersey [34]
Owned by Private (other than railroad) [26], DOT District: 1
3 miles north of NJ TRPK

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 52.6 metric ton = 57.9 tons (Load Factor(LF) [1])
Inventory: 30.8 metric ton = 33.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 1 km = 0.6 mi
Traffic
ADT: 83859 (2014) and Trucks: 2%
Future ADT: 93080 (In 2037 )

RTE 440 over U-Turn Roadway: ARTHUR K (Route: 440)
Num:00000000552306Ax
Open: no restriction [A]
Built: 1928, Reconstructed: 1962
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 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: Bituminous [6]

Bridge Dimensions
Length: 704.1 m = 2310.2 ft
Main Spans: 39 at 35 m = 114.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 16.9 m = 55.4 ft for a 38.4 m = 126.0 ft approaching roadway.
Vertical Clearance: 6.19 m = 20.3 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
ARTHUR KILL

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 44.5 metric ton = 49.0 tons (Load Factor(LF) [1])
Inventory: 27.2 metric ton = 29.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0.9 km = 0.6 mi
Traffic
ADT: 85717 (2014) and Trucks: 3%
Future ADT: 105689 (In 2039 )