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

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Structure Number: 20012A,  Location: 0.01 MI N OF ERIE AVE. (Lat: 40.838381,  Lng: -74.105731),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,621 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,346 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ERIE-LACKAWANNA RR,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20415,  Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810539,  Lng: -74.093719),  Route carried "on" structure: State highway 3,  Year Built: 1945,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 31.21m (102.40ft),  Average Daily Traffic: 130,590 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 159,350 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SERVICE RD,BERRY'S CK,RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.137,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 40.7m (133.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: July 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 204151,  Location: 0.4 MI E NJTPK EXIT 16W (Lat: 40.798431,  Lng: -74.064019),  Route carried "on" structure: State highway 3,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 80.04m (262.60ft),  Average Daily Traffic: 77,006 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HCKNSCK R, MEADWLND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: March 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 204152,  Location: 0.25 MI E OF NJ TURNPIKE (Lat: 40.797300,  Lng: -74.066261),  Route carried "on" structure: State highway 3,  Year Built: 1934,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 47.46m (155.71ft),  Average Daily Traffic: 54,317 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 66,277 (year 2041),  Design Load: HS 20,  Features Intersected: HCKNSCK R & MEADWLND PKW
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 13.663,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 56.4m (185.0ft),  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: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 47.46m (155.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $18,713,000,  Total Project Cost: $27,682,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 212153,  Location: 1.6 MI NORTH OF NJ 3 (Lat: 40.832950,  Lng: -74.088861),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 21,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,300 (year 2041),  Design Load: HL 93,  Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.5 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: 51.5 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 212154,  Location: 0.05 MI WEST OF NJ 17 (Lat: 40.832489,  Lng: -74.086931),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 10,830 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,995 (year 2041),  Design Load: HL 93,  Features Intersected: NJ TRANSIT AND 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 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: 59.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21915,  Location: AT 120-3 JCT. (Lat: 40.803231,  Lng: -74.073331),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1964,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 8,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,130 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 3 EB & NJ 120 SB,  Facility Carried by Structure: RAMP TO NJ 120 NB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 13.003,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,406,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $4,068,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 219151,  Location: 0.5 MI WEST HACKENSACK R. (Lat: 40.805439,  Lng: -74.073831),  Route carried "on" structure: State highway 120,  Year Built: 1964,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,180 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 3 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,792,000,  Roadway Improvement Cost: $720,000,  Total Project Cost: $8,102,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 219152,  Location: 1.0 MI NORTH OF RT 3 (Lat: 40.816911,  Lng: -74.066500),  Route carried "on" structure: State highway 120,  Year Built: 1975,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 26,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 503 (WASHINGTON AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23815,  Location: .6 MI SOUTH OF RT 17 JCT (Lat: 40.828031,  Lng: -74.079419),  Route carried "on" structure: State highway 120,  Year Built: 1976,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 24,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,500 (year 2040),  Design Load: HS 20,  Features Intersected: BERRYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4900001,  Location: BETW METLIFE STDM & ARENA (Lat: 40.807961,  Lng: -74.072281),  Route carried "on" structure: Ramp Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,725 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,545 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 120,  Facility Carried by Structure: SO CONN RD, RAMP R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Agenciy,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4900002,  Location: BETW GIANTS STDM & ARENA (Lat: 40.814139,  Lng: -74.068881),  Route carried "on" structure: Ramp Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,950 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,820 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 120,  Facility Carried by Structure: NO CONN RD, RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Agenciy,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Roadway Improvement Cost: $100,000,  Total Project Cost: $100,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: W11272B,  Location: INTERCHANGE 16 W (Lat: 40.799011,  Lng: -74.076144),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 26,190 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,950 (year 2041),  Design Load: HS 20,  Features Intersected: BERRYS CREEK CANAL,  Facility Carried by Structure: NJ TPK INT.16W ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.121,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 11.0m (36.1ft), Horizontal Clearance: 48.8m (160.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.1 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: 42.4 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: W11272D,  Location: INTERCHANGE 16W (Lat: 40.808333,  Lng: -74.081667),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 56,847 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 69,364 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 3,  Facility Carried by Structure: NJ Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 5,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.7 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other

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Structure Number: W11272L,  Location: INTERCHANGE 16W (Lat: 40.808217,  Lng: -74.079272),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 28,433 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 34,694 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 3,  Facility Carried by Structure: Int. 16W RAMP TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.9 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: 42.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: W11272M,  Location: INTERCHANGE 16 W (Lat: 40.808961,  Lng: -74.078639),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 28,433 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 34,694 (year 2041),  Design Load: HS 20,  Features Intersected: Int. 16W Ramps CT & TC,  Facility Carried by Structure: Int. 16W Ramp TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.298,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: W11285,  Location: .2 MI N INTERCHANGE 16 W (Lat: 40.803333,  Lng: -74.073333),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 96,628 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 117,904 (year 2041),  Design Load: HS 20,  Features Intersected: NJ RTE 3 EASTBOUND,  Facility Carried by Structure: TURNPIKE NSW/SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.459,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.3 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: 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: Superior 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: W11297,  Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803586,  Lng: -74.071456),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 96,626 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 117,902 (year 2041),  Design Load: HS 20,  Features Intersected: NJ RTE 3 WB&TPK U-TURN,  Facility Carried by Structure: TURNPIKE SNW/NSW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.957,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 42.4 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: 32.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: W11364,  Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810200,  Lng: -74.062806),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 83,750 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 100,500 (year 2041),  Design Load: H 20,  Features Intersected: Paterson Plank Utilities,  Facility Carried by Structure: NSW / SNW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.132,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 57.9m (190.0ft),  Out-to-Out Width: 61.6m (202.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 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: 42.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $424,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $530,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: W11365,  Location: 1.1 MI. N Int. 16W (Lat: 40.811156,  Lng: -74.063333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,423 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,736 (year 2041),  Design Load: HS 20,  Features Intersected: Paterson Plank Rd Util.,  Facility Carried by Structure: Int. 16W Ramp CNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.794,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W11365A,  Location: 1.1 Mi N Int 16W (Lat: 40.811464,  Lng: -74.063478),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,845 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,472 (year 2041),  Design Load: HS 20,  Features Intersected: Paterson Plank Road Uti,  Facility Carried by Structure: Turnpike Int. 16W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.116,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.1 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: 43.1 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: Better than 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: W11366,  Location: 1.1 MI. N Int. 16W (Lat: 40.812303,  Lng: -74.063889),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,395 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,703 (year 2041),  Design Load: HS 20,  Features Intersected: Paterson Plank Rd Util.,  Facility Carried by Structure: SC Ramp NWC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.116,  Lanes on structure: 3,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 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: 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,  Approach Roadway Alignment: Equal to present minimum 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: W11368,  Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810675,  Lng: -74.062361),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 605 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 738 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK SNW-NSW ROADWAYS,  Facility Carried by Structure: PATERSON PLANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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

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Structure Number: W11369,  Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667,  Lng: -74.061667),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 51,878 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 63,301 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK RAMPS WC,CW & XWWX,  Facility Carried by Structure: PATERSON PLANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.5 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: 37.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20415,  Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810539,  Lng: -74.093719),  Route carried "under" structure: ServiceOther road ,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 13,320 (year 2020),  Truck Traffic: 1%,  Features Intersected: SERVICE RD,BERRY'S CK,RR,  Facility Carried by Structure: ROUTE 3
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 20415,  Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810539,  Lng: -74.093719),  Route carried "under" structure: ServiceOther road ,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 13,320 (year 2020),  Truck Traffic: 1%,  Features Intersected: SERVICE RD,BERRY'S CK,RR,  Facility Carried by Structure: ROUTE 3
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 204151,  Location: 0.4 MI E NJTPK EXIT 16W (Lat: 40.798431,  Lng: -74.064019),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,599 (year 2021),  Truck Traffic: 4%,  Features Intersected: HCKNSCK R, MEADWLND PKWY,  Facility Carried by Structure: NJ 3 WB
Minimum Vertical Clearance: 9.30m (30.51ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 204152,  Location: 0.25 MI E OF NJ TURNPIKE (Lat: 40.797300,  Lng: -74.066261),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 9,599 (year 2021),  Truck Traffic: 4%,  Features Intersected: HCKNSCK R & MEADWLND PKW,  Facility Carried by Structure: NJ 3 EB
Minimum Vertical Clearance: 8.33m (27.33ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 212153,  Location: 1.6 MI NORTH OF NJ 3 (Lat: 40.832950,  Lng: -74.088861),  Route carried "under" structure: State highway 17,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 93,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 17,  Facility Carried by Structure: NJ 120 PAT.PLNK RD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 9.270,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 212154,  Location: 0.05 MI WEST OF NJ 17 (Lat: 40.832489,  Lng: -74.086931),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,215 (year 2021),  Truck Traffic: 1%,  Features Intersected: NJ TRANSIT AND 13TH ST,  Facility Carried by Structure: NJ 120
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 21915,  Location: AT 120-3 JCT. (Lat: 40.803231,  Lng: -74.073331),  Route carried "under" structure: State highway 3,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3 EB & NJ 120 SB,  Facility Carried by Structure: RAMP TO NJ 120 NB
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 13.003,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 21915,  Location: AT 120-3 JCT. (Lat: 40.803231,  Lng: -74.073331),  Route carried "under" structure: State highway 120,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,300 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3 EB & NJ 120 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 219151,  Location: 0.5 MI WEST HACKENSACK R. (Lat: 40.805439,  Lng: -74.073831),  Route carried "under" structure: State highway 3,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 57,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3 WB,  Facility Carried by Structure: NJ 120 SB & RAMPS
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 12.810,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 219152,  Location: 1.0 MI NORTH OF RT 3 (Lat: 40.816911,  Lng: -74.066500),  Route carried "under" structure: County highway 503,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 18,600 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 503 (WASHINGTON AVE),  Facility Carried by Structure: NJ 120 NB&RMP A
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 4900001,  Location: BETW METLIFE STDM & ARENA (Lat: 40.807961,  Lng: -74.072281),  Route carried "under" structure: State highway 120,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 51,775 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 120,  Facility Carried by Structure: SO CONN RD, RAMP R
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.435,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 4900002,  Location: BETW GIANTS STDM & ARENA (Lat: 40.814139,  Lng: -74.068881),  Route carried "under" structure: State highway 120,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 51,775 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 120,  Facility Carried by Structure: NO CONN RD, RAMP F
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.191,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: W11272D,  Location: INTERCHANGE 16W (Lat: 40.808333,  Lng: -74.081667),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 151,912 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 3,  Facility Carried by Structure: NJ Turnpike
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 12.199,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: W11272L,  Location: INTERCHANGE 16W (Lat: 40.808217,  Lng: -74.079272),  Route carried "under" structure: State highway 3,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 151,912 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 3,  Facility Carried by Structure: Int. 16W RAMP TW
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 12.199,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: W11272M,  Location: INTERCHANGE 16 W (Lat: 40.808961,  Lng: -74.078639),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 2,537 (year 2021),  Truck Traffic: 16%,  Features Intersected: Int. 16W Ramps CT & TC,  Facility Carried by Structure: Int. 16W Ramp TW
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 11.298,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: W11285,  Location: .2 MI N INTERCHANGE 16 W (Lat: 40.803333,  Lng: -74.073333),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 69,565 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ RTE 3 EASTBOUND,  Facility Carried by Structure: TURNPIKE NSW/SNW
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.116,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: W11297,  Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803586,  Lng: -74.071456),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 59,859 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ RTE 3 WB&TPK U-TURN,  Facility Carried by Structure: TURNPIKE SNW/NSW
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 13.100,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: W11297,  Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803586,  Lng: -74.071456),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Features Intersected: NJ RTE 3 WB&TPK U-TURN,  Facility Carried by Structure: TURNPIKE SNW/NSW
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 11.957,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: W11368,  Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810675,  Lng: -74.062361),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 193,361 (year 2021),  Truck Traffic: 17%,  Features Intersected: NJTPK SNW-NSW ROADWAYS,  Facility Carried by Structure: PATERSON PLANK RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 13.003,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: W11369,  Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667,  Lng: -74.061667),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,368 (year 2021),  Features Intersected: NJTPK RAMPS WC,CW & XWWX,  Facility Carried by Structure: PATERSON PLANK RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 12.826,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: W11369,  Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667,  Lng: -74.061667),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,395 (year 2021),  Features Intersected: NJTPK RAMPS WC,CW & XWWX,  Facility Carried by Structure: PATERSON PLANK RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 12.826,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)