Bridge Statistics for Bayonne, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 900022,  Location: BAYONNE PARK BAYONNE (Lat: 40.679861,  Lng: -74.114639),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 426 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 511 (year 2041),  Features Intersected: BAYONNE PARK FOOTPATH,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 900023,  Location: BAYONNE PARK BAYONNE (Lat: 40.682289,  Lng: -74.113511),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 426 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 511 (year 2041),  Features Intersected: BAYONNE PARK FOOTPATH,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 900024,  Location: BAYONNE PARK BAYONNE (Lat: 40.684211,  Lng: -74.112289),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 426 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 511 (year 2041),  Features Intersected: BAYONNE PARK FOOTPATH,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 913152,  Location: 0.84 MI SOUTH OF I-78 JCT (Lat: 40.678211,  Lng: -74.101700),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 2,605 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,126 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 440,CONRAIL&NJ TRNSIT,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Roadway Improvement Cost: $32,000,  Total Project Cost: $69,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 913155,  Location: .25 MI SOUTH OF I-78 (Lat: 40.691200,  Lng: -74.103861),  Route carried "on" structure: State highway 440,  Year Built: 1971,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 23,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JFK BLVD (CR 501)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.337,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 915151,  Location: 03MI E OF NJTPK & 440 JCT (Lat: 40.696611,  Lng: -74.107581),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 5,165 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,305 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 440,  Facility Carried by Structure: WEST 63RD ST RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.656,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 921152,  Location: 0.4 MI N OF BAYONNE BRDGE (Lat: 40.654269,  Lng: -74.133700),  Route carried "on" structure: State highway 440,  Year Built: 1989,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JFK BOULEVARD (CR 501)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.433,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 921154,  Location: 0.5M East OF BAYONNE BR (Lat: 40.653961,  Lng: -74.129200),  Route carried "on" structure: State highway 440,  Year Built: 1989,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 35,590 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,700 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: AVENUE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.899,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 921156,  Location: 1.0 ML NE OF BAYONNE BR (Lat: 40.653919,  Lng: -74.126861),  Route carried "on" structure: State highway 440,  Year Built: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 32,681 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,206 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.076,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 921158,  Location: 2.6 Mi.S.of NJ Turnpike (Lat: 40.654319,  Lng: -74.124661),  Route carried "on" structure: State highway 440,  Year Built: 1988,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 31,690 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,662 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LINNET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.270,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 96315,  Location: 1.31MI SW NJTPK EXIT 14A (Lat: 40.669639,  Lng: -74.109500),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 8,426 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,281 (year 2041),  Features Intersected: HBLRT-BAYONNEBR&CONRAIL,  Facility Carried by Structure: EAST 32ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,832,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $6,115,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 122015,  Location: 2.3 MI EAST OF NJTPK JCT (Lat: 40.266931,  Lng: -74.466519),  Route carried "on" structure: State highway 33,  Year Built: 1926,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 33,007 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,598 (year 2041),  Design Load: HS 20,  Features Intersected: BENTLEY'S BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.842,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800076,  Location: 2 MI. N. OF BAYONNE BRDG (Lat: 40.653839,  Lng: -74.134700),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1989,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,126 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,913 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: J. F. KENNEDY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.433,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2019,  Status: Open,  Structure Length: 89.31m (293.01ft),  Average Daily Traffic: 26,420 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,232 (year 2041),  Design Load: HL 93,  Features Intersected: W. 4th Street
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 20.358,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 76.8m (252.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "on" structure: State highway 440,  Year Built: 2017,  Status: Open,  Structure Length: 89.31m (293.01ft),  Average Daily Traffic: 26,420 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,232 (year 2041),  Design Load: HL 93,  Features Intersected: W 4th Street
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 20.342,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 30.2m (99.1ft), Horizontal Clearance: 30.2m (99.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: N00201E,  Location: 2 MI E NJTPK & HUD.CO.EXT (Lat: 40.692064,  Lng: -74.107797),  Route carried "on" structure: Interstate 78,  Year Built: 1955,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 36.03m (118.21ft),  Average Daily Traffic: 96,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 117,700 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 440,  Facility Carried by Structure: NJ TPK HUD.CO.EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.572,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.03m (118.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N003,  Location: .8 MI E OF NEWARK BAY (Lat: 40.691000,  Lng: -74.104769),  Route carried "on" structure: Interstate 78,  Year Built: 1955,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 97,225 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 118,600 (year 2040),  Design Load: HS 20,  Features Intersected: KENNEDY BLVD(CO.RTE.501),  Facility Carried by Structure: NJ TPK HUD.CO.EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.087,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: N00353E,  Location: 0.2MI S OF I-78&NJ440 JCT (Lat: 40.679278,  Lng: -74.097639),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 2018,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 6,190 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,550 (year 2040),  Design Load: HL 93,  Features Intersected: PULASKI STREET,  Facility Carried by Structure: INT. 14A RAMP TP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.795,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 913152,  Location: 0.84 MI SOUTH OF I-78 JCT (Lat: 40.678211,  Lng: -74.101700),  Route carried "under" structure: State highway 440,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 34,580 (year 2019),  Truck Traffic: 4%,  Features Intersected: NJ 440,CONRAIL&NJ TRNSIT,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 34.923,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 913155,  Location: .25 MI SOUTH OF I-78 (Lat: 40.691200,  Lng: -74.103861),  Route carried "under" structure: County highway 501,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,390 (year 2020),  Truck Traffic: 4%,  Features Intersected: JFK BLVD (CR 501),  Facility Carried by Structure: NJ ROUTE 440
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 43.356,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 915151,  Location: 03MI E OF NJTPK & 440 JCT (Lat: 40.696611,  Lng: -74.107581),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 27,370 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 440,  Facility Carried by Structure: WEST 63RD ST RAMPS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 38.656,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 921152,  Location: 0.4 MI N OF BAYONNE BRDGE (Lat: 40.654269,  Lng: -74.133700),  Route carried "under" structure: County highway 501,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: JFK BOULEVARD (CR 501),  Facility Carried by Structure: NJ 440 SB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 38.463,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 921154,  Location: 0.5M East OF BAYONNE BR (Lat: 40.653961,  Lng: -74.129200),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,361 (year 2021),  Truck Traffic: 4%,  Features Intersected: AVENUE C,  Facility Carried by Structure: NJ 440
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 921156,  Location: 1.0 ML NE OF BAYONNE BR (Lat: 40.653919,  Lng: -74.126861),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,911 (year 2021),  Truck Traffic: 4%,  Features Intersected: BROADWAY,  Facility Carried by Structure: NJ 440
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 921158,  Location: 2.6 Mi.S.of NJ Turnpike (Lat: 40.654319,  Lng: -74.124661),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 1%,  Features Intersected: LINNET STREET,  Facility Carried by Structure: NJ 440
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 3800076,  Location: 2 MI. N. OF BAYONNE BRDG (Lat: 40.653839,  Lng: -74.134700),  Route carried "under" structure: County highway 501,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 4,172 (year 2021),  Truck Traffic: 4%,  Features Intersected: J. F. KENNEDY BLVD,  Facility Carried by Structure: NJ440 RAMP
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 38.463,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge is a segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "under" structure: Spur City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W. 4th Street,  Facility Carried by Structure: 440X SB
Minimum Vertical Clearance: 27.58m (90.49ft),  Kilometerpoint: 29.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "under" structure: Spur City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W. 4th Street,  Facility Carried by Structure: 440X SB
Minimum Vertical Clearance: 12.65m (41.50ft),  Kilometerpoint: 30.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "under" structure: Spur City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W. 4th Street,  Facility Carried by Structure: 440X SB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 29.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "under" structure: Spur City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W. 4th Street,  Facility Carried by Structure: 440X SB
Minimum Vertical Clearance: 16.61m (54.49ft),  Kilometerpoint: 29.934,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304A,  Location: NJ 440 (Lat: 40.644289,  Lng: -74.141281),  Route carried "under" structure: Spur City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W. 4th Street,  Facility Carried by Structure: 440X SB
Minimum Vertical Clearance: 21.79m (71.49ft),  Kilometerpoint: 29.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "under" structure: Spur City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W 4th Street,  Facility Carried by Structure: 440 X NB
Minimum Vertical Clearance: 12.34m (40.49ft),  Kilometerpoint: 30.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "under" structure: Spur City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W 4th Street,  Facility Carried by Structure: 440 X NB
Minimum Vertical Clearance: 16.31m (53.51ft),  Kilometerpoint: 29.934,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "under" structure: Spur City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W 4th Street,  Facility Carried by Structure: 440 X NB
Minimum Vertical Clearance: 21.49m (70.51ft),  Kilometerpoint: 29.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "under" structure: Spur City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W 4th Street,  Facility Carried by Structure: 440 X NB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 29.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 382304B,  Location: Bayonne NB NJ Approach (Lat: 40.644150,  Lng: -74.141261),  Route carried "under" structure: Spur City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Features Intersected: W 4th Street,  Facility Carried by Structure: 440 X NB
Minimum Vertical Clearance: 26.97m (88.48ft),  Kilometerpoint: 29.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: N00201E,  Location: 2 MI E NJTPK & HUD.CO.EXT (Lat: 40.692064,  Lng: -74.107797),  Route carried "under" structure: State highway 440,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 27,338 (year 2020),  Truck Traffic: 4%,  Features Intersected: RTE 440,  Facility Carried by Structure: NJ TPK HUD.CO.EXT.
Minimum Vertical Clearance: 11.00m (36.09ft),  Kilometerpoint: 37.691,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: N003,  Location: .8 MI E OF NEWARK BAY (Lat: 40.691000,  Lng: -74.104769),  Route carried "under" structure: County highway 501,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 17,975 (year 2020),  Features Intersected: KENNEDY BLVD(CO.RTE.501),  Facility Carried by Structure: NJ TPK HUD.CO.EXT.
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 43.324,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: N00353E,  Location: 0.2MI S OF I-78&NJ440 JCT (Lat: 40.679278,  Lng: -74.097639),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Features Intersected: PULASKI STREET,  Facility Carried by Structure: INT. 14A RAMP TP
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.7m (163.1ft)