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

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Structure Number: 20049A,  Location: 0.606 MI W. of US 1&9 (Lat: 40.838600,  Lng: -74.017031),  Route carried "on" structure: County highway 124I,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 16,970 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,370 (year 2040),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.975,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 20049B,  Location: 1600' East of Route 1 (Lat: 40.827161,  Lng: -74.005069),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,293 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,551 (year 2040),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: ELITE COURT
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20049C,  Location: 1 Mile East of I-95 (Lat: 40.828350,  Lng: -74.003919),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 616 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 740 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201151,  Location: 1.5 MI S OF 1 & 46 JCT. (Lat: 40.824200,  Lng: -74.008981),  Route carried "on" structure: US 1,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 36,265 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,243 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 98.685,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 222152,  Location: 0.72 M. E. OF NJ TURNPIKE (Lat: 40.843481,  Lng: -74.004969),  Route carried "on" structure: US 46,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 54,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,300 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GRAND AVENUE (NJ 93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.309,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833331,  Lng: -74.011669),  Route carried "on" structure: County highway 1241,  Year Built: 1931,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,510 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,705 (year 2040),  Design Load: H 20,  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $2,668,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $4,402,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E11521,  Location: 2.5 MI NORTH OF INTER 17 (Lat: 40.812700,  Lng: -74.029019),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 85,120 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 102,144 (year 2040),  Design Load: HS 20,  Features Intersected: BELLMANS CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.429,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 17.5 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: 13.6 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: E11642,  Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.829194,  Lng: -74.024528),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 32.95m (108.10ft),  Average Daily Traffic: 85,125 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,850 (year 2040),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RR,NJTPK SA,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.360,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.95m (108.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $150,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: E11672A,  Location: 2 MI N HACKENSACK RIVER (Lat: 40.832592,  Lng: -74.022581),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 30.69m (100.69ft),  Average Daily Traffic: 48,340 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 58,010 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NJ TPK SB-E & E-80 RDWY,  Facility Carried by Structure: TURNPIKE SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.494,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 75.6m (248.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: E11674A,  Location: 2.1 MI N HACKENSACK RIVER (Lat: 40.833000,  Lng: -74.022381),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 38.25m (125.49ft),  Average Daily Traffic: 24,170 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,000 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95 NJTPK NSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.494,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 62.2m (204.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 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: 37.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: E11680N,  Location: 1.0 MI N HACKENSACK RIVER (Lat: 40.834097,  Lng: -74.020539),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 20,152 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,585 (year 2041),  Design Load: HS 20,  Features Intersected: BERGEN CO. TRUNK SEWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.795,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 41.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I11763B,  Location: 0.1 MI E OF 46 INTERSECT (Lat: 40.846189,  Lng: -74.016289),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,850 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,125 (year 2040),  Design Load: HS 20,  Features Intersected: US ROUTE 46,  Facility Carried by Structure: TPK RAMP TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.372,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.6 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: 20.4 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  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: M11716,  Location: 3.0 MI SO OF RT 46 INTER (Lat: 40.839419,  Lng: -74.018789),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 79,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 97,000 (year 2040),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK CAUSEWAY,  Facility Carried by Structure: NJ TURNPIKE TOLLWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.551,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 25.6 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: 19.8 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2018,  Other Special Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M11716N,  Location: 1.4 MI N HACKENSACK RIVER (Lat: 40.838917,  Lng: -74.018528),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 58,360 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 70,032 (year 2041),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.567,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.8 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: 41.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M11716S,  Location: 1.4 MI N HACKENSACK RIVER (Lat: 40.839222,  Lng: -74.019306),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 82,710 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,250 (year 2041),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: TURNPIKE NS80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.567,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  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: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.7 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: 44.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M1172,  Location: 0.4 MI N OVERPECK CRK (Lat: 40.840272,  Lng: -74.018617),  Route carried "on" structure: Interstate 95,  Year Built: 1953,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 78,671 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 95,993 (year 2041),  Design Load: HS 20,  Features Intersected: BERGEN - TPK UTILITIES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.712,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.7 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: M11720N,  Location: 0.4 MI N OVERPECK CRK (Lat: 40.840000,  Lng: -74.018083),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 54,207 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 65,488 (year 2041),  Design Load: HS 20,  Features Intersected: BERGEN - TPK UTILITIES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.712,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Superstructure: Good,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $186,000 ( Estimate for 2019)

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Structure Number: M11720S,  Location: 0.04 MI N OVERPECK CRK (Lat: 40.840336,  Lng: -74.018861),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 42,045 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,795 (year 2041),  Design Load: HS 20,  Features Intersected: BERGEN TPK UTILITIES,  Facility Carried by Structure: TURNPIKE NS80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.712,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Good,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $337,000 ( Estimate for 2021)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.829561,  Lng: -74.026547),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 36.52m (119.82ft),  Average Daily Traffic: 106,880 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 130,393 (year 2041),  Design Load: HS 20,  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.785,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 66.1m (216.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 20.4 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: 15.9 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: High priority of corrective action,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: W11636S,  Location: 1.6 MI N HACKENSACK RIVER (Lat: 40.833653,  Lng: -74.022194),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 25,069 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 30,589 (year 2041),  Design Load: HS 20,  Features Intersected: BERGEN COUNTY TRUNK SEWE,  Facility Carried by Structure: TURNPIKE NS80W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.494,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.6 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: 46.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 222152,  Location: 0.72 M. E. OF NJ TURNPIKE (Lat: 40.843481,  Lng: -74.004969),  Route carried "under" structure: State highway 93,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 23,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: GRAND AVENUE (NJ 93),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 1.046,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833331,  Lng: -74.011669),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 138 (year 2020),  Truck Traffic: 1%,  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833331,  Lng: -74.011669),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 635 (year 2020),  Truck Traffic: 1%,  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: E11642,  Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.829194,  Lng: -74.024528),  Route carried "under" structure: ServiceOther road ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 1,551 (year 2020),  Truck Traffic: 1%,  Features Intersected: SUSQUEHANNA RR,NJTPK SA,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: E11642,  Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.829194,  Lng: -74.024528),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 1,734 (year 2020),  Truck Traffic: 1%,  Features Intersected: SUSQUEHANNA RR,NJTPK SA,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 114.231,  Lanes on structure: 6,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: E11642,  Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.829194,  Lng: -74.024528),  Route carried "under" structure: ServiceOther road ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 1%,  Features Intersected: SUSQUEHANNA RR,NJTPK SA,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: E11672A,  Location: 2 MI N HACKENSACK RIVER (Lat: 40.832592,  Lng: -74.022581),  Route carried "under" structure: Interstate 95,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 59,150 (year 2021),  Truck Traffic: 15%,  Features Intersected: NJ TPK SB-E & E-80 RDWY,  Facility Carried by Structure: TURNPIKE SNW
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 114.795,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.6m (248.0ft)

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Structure Number: E11674A,  Location: 2.1 MI N HACKENSACK RIVER (Lat: 40.833000,  Lng: -74.022381),  Route carried "under" structure: Interstate 95,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 39,610 (year 2021),  Truck Traffic: 15%,  Features Intersected: I-95 NJTPK NSE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 114.907,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

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Structure Number: I11763B,  Location: 0.1 MI E OF 46 INTERSECT (Lat: 40.846189,  Lng: -74.016289),  Route carried "under" structure: US 46,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 53,946 (year 2020),  Truck Traffic: 4%,  Features Intersected: US ROUTE 46,  Facility Carried by Structure: TPK RAMP TW
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 114.280,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.829561,  Lng: -74.026547),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,194 (year 2021),  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 16.785,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.1m (216.9ft)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.829561,  Lng: -74.026547),  Route carried "under" structure: Business City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,030 (year 2021),  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.1m (216.9ft)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.829561,  Lng: -74.026547),  Route carried "under" structure: ServiceOther road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 20%,  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.1m (216.9ft)