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

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Structure Number: 361559T,  Location: 2.5 MI N OF RT 3-GSP JCT (Lat: 40.876236,  Lng: -74.166375),  Route carried "on" structure: US 46,  Year Built: 1953,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 51,005 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,236 (year 2040),  Design Load: HS 20,  Features Intersected: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.798,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 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: 31.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  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,  Membrane: Preformed Fabric

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Structure Number: 361560A,  Location: AT GSP & RT 46 JUNCTION (Lat: 40.877389,  Lng: -74.165739),  Route carried "on" structure: ServiceOther road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 281 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 312 (year 2040),  Design Load: H 20,  Features Intersected: WEASEL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.025,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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: 34.0 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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: Monolithic Concrete

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Structure Number: 361561A,  Location: 1.9 MILES SOUTH OF I80 (Lat: 40.878428,  Lng: -74.167900),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1958,  Status: Open,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 11,934 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,560 (year 2040),  Design Load: H 20,  Features Intersected: SB SPUR & ROUTE NJ 19,  Facility Carried by Structure: INT. 154 SB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.299,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 25.3 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: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361561S,  Location: AT GSP & RT 19 JUNCTION (Lat: 40.881086,  Lng: -74.165981),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 67,837 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,774 (year 2040),  Design Load: H 20,  Features Intersected: NB SPUR (ROUTE NJ 19)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.380,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.8 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: 24.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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,  Membrane: Other

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Structure Number: 361562S,  Location: 0.25 MI E OF GSP&RT20 JCT (Lat: 40.882156,  Lng: -74.165536),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 73,750 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 88,500 (year 2040),  Design Load: H 20,  Features Intersected: NJ TRANSIT,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.540,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.2 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: 22.4 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  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,  Membrane: Other

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Structure Number: 361563N,  Location: 0.25 MI E OF GSP&RT20 JCT (Lat: 40.881461,  Lng: -74.165086),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 67,429 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,276 (year 2040),  Design Load: H 20,  Features Intersected: NJ TRANSIT,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.540,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.8 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: 22.4 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: Meets minimum limits,  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,  Membrane: Other

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Structure Number: 361563S,  Location: 0.3 MI E OF GSP&RT20 JCT (Lat: 40.883150,  Lng: -74.164150),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 68,347 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,396 (year 2040),  Design Load: H 20,  Features Intersected: KULLER ROAD,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.637,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 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: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Membrane: Other

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Structure Number: 361564N,  Location: 0.3 MI E OF GSP&RT20 JCT (Lat: 40.882628,  Lng: -74.164056),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 68,041 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,023 (year 2040),  Design Load: H 20,  Features Intersected: KULLER ROAD,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.637,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 30.1 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: 23.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 361567T,  Location: 0.75 MI NE OF GSP&RT46 JC (Lat: 40.884967,  Lng: -74.159597),  Route carried "on" structure: County highway 702,  Year Built: 1954,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 8,482 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,350 (year 2040),  Design Load: H 20,  Features Intersected: GARDEN ST PARKWAY,  Facility Carried by Structure: HAZEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  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: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.9 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: 18.5 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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

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Structure Number: 361570S,  Location: 1 MI NE OF GSP&RT46 JCT (Lat: 40.886806,  Lng: -74.151500),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 71,437 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 87,168 (year 2040),  Design Load: H 20,  Features Intersected: MAIN AVENUE (CR 601),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 252.844,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.7 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: 26.6 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: Somewhat better than minimum adequacy,  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,  Membrane: Preformed Fabric

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Structure Number: 361571N,  Location: 1 MI NE OF GSP&RT46 JCT (Lat: 40.886708,  Lng: -74.151417),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 68,149 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,155 (year 2040),  Design Load: H 20,  Features Intersected: MAIN AVENUE (CR 601),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 252.844,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.7 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: 34.3 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 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

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Structure Number: 361571S,  Location: 1 MI NE OF GSP&RT46 JCT (Lat: 40.887236,  Lng: -74.149583),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 67,008 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,751 (year 2040),  Design Load: H 20,  Features Intersected: GETTY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.005,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.3 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: 28.8 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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

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Structure Number: 361572N,  Location: 1 MI NE OF GSP&RT46 JCT (Lat: 40.887111,  Lng: -74.149472),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 68,361 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,415 (year 2040),  Design Load: H 20,  Features Intersected: GETTY AVE,  Facility Carried by Structure: Parkway N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.005,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.0 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: 36.3 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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

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Structure Number: 361572S,  Location: .75 MI W OF GSP&PASSAIC R (Lat: 40.887575,  Lng: -74.147636),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 90,230 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 110,100 (year 2040),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: Parkway S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.166,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 361573N,  Location: .75 MI W OF GSP&PASSAIC R (Lat: 40.887444,  Lng: -74.147533),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 90,230 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 110,097 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: GARDEN ST PRKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.166,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 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: 31.1 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: Meets minimum limits,  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

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Structure Number: 361573S,  Location: .75 MI W OF GSP&PASSAIC R (Lat: 40.888208,  Lng: -74.145292),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 87,411 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 106,662 (year 2040),  Design Load: H 20,  Features Intersected: CURIE AVENUE,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.343,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.5 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: 22.7 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 361574N,  Location: .75 MI W OF GSP&PASSAIC R (Lat: 40.887867,  Lng: -74.145292),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 66,910 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,644 (year 2040),  Design Load: H 20,  Features Intersected: CURIE AVENUE,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.343,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.3 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: 27.2 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 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

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Structure Number: 361578T,  Location: .5 MI W OF GSP&PASSAIC RV (Lat: 40.889022,  Lng: -74.139072),  Route carried "on" structure: County highway 624,  Year Built: 1954,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 15,707 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,163 (year 2040),  Design Load: H 20,  Features Intersected: Garden State Parkway,  Facility Carried by Structure: Lakeview Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.4 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: 25.6 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361581A,  Location: AT GSP&PASSAIC RIVER JCT (Lat: 40.888019,  Lng: -74.131631),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 70,897 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,508 (year 2040),  Design Load: H 20,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: INT. 156 RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.276,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.1 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: 24.6 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361582T,  Location: 0.9 MILES SOUTH OF I80 (Lat: 40.532400,  Lng: -74.074797),  Route carried "on" structure: Other road GSP,  Year Built: 1955,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 29.54m (96.92ft),  Average Daily Traffic: 95,308 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,370 (year 2041),  Design Load: H 20,  Features Intersected: PASS.RIV.RT.46,RIVER DR,  Facility Carried by Structure: GARDEN STATE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.598,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.6m (87.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.0 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: 18.5 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.50m (96.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $960,000,  Total Project Cost: $3,120,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160115,  Location: 0.5 MI SE OF 3-46 JCT (Lat: 40.865289,  Lng: -74.182319),  Route carried "under" structure: State highway 3,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 138,586 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ RT 3,  Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1601151,  Location: 1.3 MI SE OF 3-46 JCT (Lat: 40.855119,  Lng: -74.178100),  Route carried "under" structure: County highway 509,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 17,140 (year 2020),  Truck Traffic: 4%,  Features Intersected: BROAD ST (CO. 509),  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 32.975,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1601152,  Location: 1.8 Mi. E of RT 46 Junc. (Lat: 40.848989,  Lng: -74.172581),  Route carried "under" structure: State highway 3,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 102,040 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3,  Facility Carried by Structure: HEPBURN ROAD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1601153,  Location: 2.6 MI SE OF 3-46 JCT (Lat: 40.840361,  Lng: -74.161319),  Route carried "under" structure: County highway 622,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 26,517 (year 2020),  Truck Traffic: 4%,  Features Intersected: BLOOMFIELD AVE (CR 622),  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.322,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1601155,  Location: 1.5 MI NW OF 3-21 JCT (Lat: 40.834550,  Lng: -74.148369),  Route carried "under" structure: County highway 603,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 12,834 (year 2020),  Truck Traffic: 4%,  Features Intersected: PASSAIC AVENUE (CR 603),  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.465,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1601156,  Location: 1.1 MI NW OF 3-21 JCT (Lat: 40.831531,  Lng: -74.141719),  Route carried "under" structure: County highway 601,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 19,523 (year 2020),  Truck Traffic: 4%,  Features Intersected: MAIN AVE (CR 601),  Facility Carried by Structure: ROUTE NJ 3
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.451,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1601161,  Location: 0.5 MI NW OF 3-21 JCT (Lat: 40.827000,  Lng: -74.132081),  Route carried "under" structure: County highway 624,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 7,555 (year 2020),  Truck Traffic: 3%,  Features Intersected: RIVER RD (CR 624),  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.531,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1601163,  Location: 0.2 MI NW OF 3-21 JCT (Lat: 40.824761,  Lng: -74.128231),  Route carried "under" structure: Ramp State highway 3,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 41,989 (year 2020),  Truck Traffic: 5%,  Features Intersected: RT 21 RAMP & RT 3 RAMP
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 14.935,  Lanes on structure: 9,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1601163,  Location: 0.2 MI NW OF 3-21 JCT (Lat: 40.824761,  Lng: -74.128231),  Route carried "under" structure: Ramp State highway 3,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 3,089 (year 2020),  Truck Traffic: 5%,  Features Intersected: RT 21 RAMP & RT 3 RAMP
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 7.564,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1601164,  Location: RT 3,RT 21,PASSAIC R jun. (Lat: 40.823361,  Lng: -74.125250),  Route carried "under" structure: Ramp State highway 3,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 8,050 (year 2020),  Truck Traffic: 5%,  Features Intersected: PASSAIC RV, 21, 3, CR507
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 7.870,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1601164,  Location: RT 3,RT 21,PASSAIC R jun. (Lat: 40.823361,  Lng: -74.125250),  Route carried "under" structure: State highway 21,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 79,420 (year 2020),  Truck Traffic: 5%,  Features Intersected: PASSAIC RV, 21, 3, CR507,  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 14.935,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1601164,  Location: RT 3,RT 21,PASSAIC R jun. (Lat: 40.823361,  Lng: -74.125250),  Route carried "under" structure: County highway 507,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 6,580 (year 2020),  Truck Traffic: 4%,  Features Intersected: PASSAIC RV, 21, 3, CR507,  Facility Carried by Structure: NJ ROUTE 3
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 10.107,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1602152,  Location: 0.5 MI. S.OF I-80 EXIT 59 (Lat: 40.893431,  Lng: -74.131369),  Route carried "under" structure: Ramp US 46,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 616 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46 RAMPS
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 102.837,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1602152,  Location: 0.5 MI. S.OF I-80 EXIT 59 (Lat: 40.893431,  Lng: -74.131369),  Route carried "under" structure: Ramp US 46,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 791 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46 RAMPS
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 102.837,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1602154,  Location: 0.2 MI EAST OF NJ 20 JCT (Lat: 40.893339,  Lng: -74.130911),  Route carried "under" structure: Ramp US 46,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 791 (year 2020),  Truck Traffic: 4%,  Features Intersected: RAMP TO US 46 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 102.885,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1603151,  Location: 0.32 MI S OF 3-21 JCT (Lat: 40.823639,  Lng: -74.128931),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,369 (year 2021),  Truck Traffic: 3%,  Features Intersected: RAMP(NJ3EB to NJ21SB),  Facility Carried by Structure: KINGSLAND AVENUE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 1603154,  Location: 0.13mi N of NJ3&NJ21 JCT (Lat: 40.826031,  Lng: -74.124469),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,380 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21 & RAMPS 3 & 7,  Facility Carried by Structure: RAMP 5
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1603154,  Location: 0.13mi N of NJ3&NJ21 JCT (Lat: 40.826031,  Lng: -74.124469),  Route carried "under" structure: State highway 21,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 51,005 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21 & RAMPS 3 & 7,  Facility Carried by Structure: RAMP 5
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1603154,  Location: 0.13mi N of NJ3&NJ21 JCT (Lat: 40.826031,  Lng: -74.124469),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,687 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21 & RAMPS 3 & 7,  Facility Carried by Structure: RAMP 5
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1603155,  Location: 0.2 MI NW OF 3-21 JCT (Lat: 40.826100,  Lng: -74.127131),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,350 (year 2021),  Truck Traffic: 5%,  Features Intersected: RAMP M FROM RIVER ROAD,  Facility Carried by Structure: RAMP F FROM NJ 21
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 1603156,  Location: 0.4 MI NW OF 3-21 JCT (Lat: 40.825900,  Lng: -74.129439),  Route carried "under" structure: ServiceOther road ,  Year Built: 1961,  Structure Length: 0. m,  Features Intersected: NJT and Myrtle Avenue,  Facility Carried by Structure: NJ 21 RAMP B
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1603157,  Location: 0.19mi N OF RT3&21 JCT (Lat: 40.825900,  Lng: -74.123689),  Route carried "under" structure: State highway 21,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 46,950 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.273,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1603158,  Location: 0.5 MI N OF NJ 3 (Lat: 40.828469,  Lng: -74.122431),  Route carried "under" structure: State highway 21,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 46,906 (year 2021),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 21 SB,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.595,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 1603159,  Location: 0.66 MI N OF 3-21 JCT (Lat: 40.832350,  Lng: -74.122350),  Route carried "under" structure: State highway 21,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 74,264 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21,  Facility Carried by Structure: ENTIN ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 15.997,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1603185,  Location: Exit 13 of NJ 21 (Lat: 40.878981,  Lng: -74.122439),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2021),  Truck Traffic: 3%,  Features Intersected: ACKERMAN AVE.,  Facility Carried by Structure: NJ 21
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1606172,  Location: 0.18 MILES W. OF NJ 3 (Lat: 40.870950,  Lng: -74.189669),  Route carried "under" structure: County highway 621,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 9,455 (year 2021),  Truck Traffic: 4%,  Features Intersected: VALLEY ROAD (CR 621),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.577,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 160715,  Location: 1.15 MI WEST OF GSP JCT (Lat: 40.869811,  Lng: -74.187869),  Route carried "under" structure: State highway 3,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 61,244 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3 EASTBOUND,  Facility Carried by Structure: US 46 RAMP D
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1607151,  Location: NJ 3 JCT (Lat: 40.869869,  Lng: -74.186519),  Route carried "under" structure: State highway 3,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 51,531 (year 2021),  Truck Traffic: 5%,  Features Intersected: N.J 3 WESTBOUND,  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1607152,  Location: 0.7 MILES EAST OF RT 3 (Lat: 40.873300,  Lng: -74.174831),  Route carried "under" structure: US 46,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 136,673 (year 2020),  Truck Traffic: 4%,  Features Intersected: US Route 46,  Facility Carried by Structure: Van Houten Avenue
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 98.025,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 1607153,  Location: 0.9 MILES EAST OF RT 3 (Lat: 40.875000,  Lng: -74.171389),  Route carried "under" structure: US 46,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 26,988 (year 2020),  Truck Traffic: 4%,  Features Intersected: U.S. ROUTE 46,  Facility Carried by Structure: (CR 623) GROVE ST.
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 98.315,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1607154,  Location: GSP INTERCHANGE (Lat: 40.875550,  Lng: -74.168269),  Route carried "under" structure: State highway 19,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 34,048 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 19 BROAD STREET,  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 1607158,  Location: .45 MI. EAST OF NJ 19 JCT (Lat: 40.877731,  Lng: -74.159950),  Route carried "under" structure: County highway 618,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 21,010 (year 2021),  Truck Traffic: 4%,  Features Intersected: PAULISON AVENUE (CR 618),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 4.394,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 160716,  Location: 1.22 MILES WEST OF GSP (Lat: 40.880219,  Lng: -74.149011),  Route carried "under" structure: County highway 628,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 4,455 (year 2021),  Truck Traffic: 4%,  Features Intersected: PIAGET AVENUE (CR 628),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1607161,  Location: 1.2 M.WEST OF GSP (Lat: 40.881789,  Lng: -74.146089),  Route carried "under" structure: US 46,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 35,720 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: MAIN AVENUE(CR601)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 100.632,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 1607163,  Location: 0.58MILES WEST OF GSP (Lat: 40.884431,  Lng: -74.138150),  Route carried "under" structure: County highway 624,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 15,824 (year 2021),  Truck Traffic: 4%,  Features Intersected: LAKEVIEW AVE (CR 624),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.591,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 160717,  Location: 0.2 MI. S. OF GSP (Lat: 40.885569,  Lng: -74.132439),  Route carried "under" structure: State highway 21,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 73,300 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21,  Facility Carried by Structure: US 46 EB & RAMP B
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 22.917,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1607172,  Location: NJ 3 JCT (Lat: 40.869431,  Lng: -74.187169),  Route carried "under" structure: State highway 3,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 30,928 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 46 Conn. & Ramp K,  Facility Carried by Structure: Ramp I
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1607172,  Location: NJ 3 JCT (Lat: 40.869431,  Lng: -74.187169),  Route carried "under" structure: State highway 3,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 30,928 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 46 Conn. & Ramp K,  Facility Carried by Structure: Ramp I
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1607172,  Location: NJ 3 JCT (Lat: 40.869431,  Lng: -74.187169),  Route carried "under" structure: Ramp US ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 46 Conn. & Ramp K,  Facility Carried by Structure: Ramp I
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1613151,  Location: 0.4 MI N OF US 46 JCT (Lat: 40.880750,  Lng: -74.166869),  Route carried "under" structure: State highway 19,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,024 (year 2021),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ19 NORTHBOUND
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.708,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1613152,  Location: 1.17 mi S of CR 621 (Lat: 40.882511,  Lng: -74.167631),  Route carried "under" structure: State highway 19,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,785 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 19 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 1613153,  Location: 1.02 MI North of RT 46 (Lat: 40.890269,  Lng: -74.168381),  Route carried "under" structure: Ramp State highway 19,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,309 (year 2019),  Truck Traffic: 5%,  Features Intersected: RAMP 'C'
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.851,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)