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

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Structure Number: 900014,  Location: 0.04 MI S OF COLUMBIA AVE (Lat: 40.772339,  Lng: -74.144189),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 11,988 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,385 (year 2041),  Features Intersected: CONRAIL & NJT(ABANDONED),  Facility Carried by Structure: KEARNY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 900029,  Location: 0.09 MI S OF LAUREL AVE (Lat: 40.776389,  Lng: -74.149561),  Route carried "on" structure: County highway 699,  Year Built: 1932,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 15,824 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,988 (year 2041),  Features Intersected: PASSAIC RIVER BANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $487,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90515,  Location: 1.1 MI W of 440-1+9 JCT (Lat: 40.730100,  Lng: -74.109381),  Route carried "on" structure: County highway 659,  Year Built: 1938,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,215 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,458 (year 2041),  Features Intersected: ROUTE US 1&9T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,099,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $5,901,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 909151,  Location: 1.0 MILE SOUTH OF RT 95 (Lat: 40.746700,  Lng: -74.096419),  Route carried "on" structure: State highway 7,  Year Built: 1973,  Status: Open,  Structure Length: 45.02m (147.70ft),  Average Daily Traffic: 58,960 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,940 (year 2038),  Design Load: HS 20,  Features Intersected: NJ TRANSIT & CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 909154,  Location: 2.2 MI NEOFUS1&9&I-95 JCT (Lat: 40.741919,  Lng: -74.082461),  Route carried "on" structure: Ramp State highway 7,  Year Built: 2021,  Status: Open,  Structure Length: 42.89m (140.72ft),  Average Daily Traffic: 6,428 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,575 (year 2021),  Design Load: HL 93,  Features Intersected: Wittpenn Br, CR 659, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  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: December 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: 91015,  Location: 1.54 MI EAST OF I-280 INT (Lat: 40.746461,  Lng: -74.099881),  Route carried "on" structure: County highway 508,  Year Built: 1975,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 34,408 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,289 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 7 SB, RAMP H NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.428,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 910153,  Location: 0.2 mi S of NJ TPK E SPUR (Lat: 40.756531,  Lng: -74.111319),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 37.31m (122.41ft),  Average Daily Traffic: 18,980 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,775 (year 2041),  Design Load: HL 93,  Features Intersected: Abandoned Conr. Nwrk Br.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.853,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 24,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 43.4 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: 33.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 910154,  Location: 0.28 MI N OF I-95 W ALIGN (Lat: 40.761769,  Lng: -74.117200),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 40.48m (132.81ft),  Average Daily Traffic: 18,045 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,263 (year 2041),  Design Load: H 20,  Features Intersected: NJTransit Aband. Booton
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 48,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 91415,  Location: 1.75 MI EAST OF NJ 21 JCT (Lat: 40.744600,  Lng: -74.137261),  Route carried "on" structure: Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 79,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT & SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.087,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.1m (108.6ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 54.4 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: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914152,  Location: 2.0 MI EAST OF NJ 21 JCT (Lat: 40.744819,  Lng: -74.136231),  Route carried "on" structure: Interstate 280,  Year Built: 1978,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 79,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FRANK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.168,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.3m (122.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: 914153,  Location: 2.2 MI EAST OF RT 21 JCT. (Lat: 40.747511,  Lng: -74.130219),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 14,780 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-280 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.796,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 62.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914154,  Location: JCT OF I-280 AND CR 508 (Lat: 40.750281,  Lng: -74.128189),  Route carried "on" structure: Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 57,270 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 68,700 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NEWARK TPK (CR 508)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.134,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 914155,  Location: 2.6 MI EAST OF RT 21 JCT. (Lat: 40.750111,  Lng: -74.124581),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 14,680 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 179,220 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEWARK TURNPIKE (CR 508)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.134,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 95716,  Location: 0.4MI NE OF NJ21&I280 JCT (Lat: 40.752050,  Lng: -74.157481),  Route carried "on" structure: County highway 697,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 12,008 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,652 (year 2041),  Features Intersected: NEWARK BRANCH (ABNDND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 73.5 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,  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: Wearing Surface: Monolithic Concrete

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Structure Number: 964161,  Location: 2.0MI NE OF NJ21&I280 JCT (Lat: 40.767850,  Lng: -74.137500),  Route carried "on" structure: County highway 507,  Year Built: 1968,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 12,980 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,838 (year 2041),  Design Load: HS 20,  Features Intersected: BOONTON LINE (ABND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $68,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 964162,  Location: 0.70 MILES SOUTH OF NJ 7 (Lat: 40.770781,  Lng: -74.141900),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 3,027 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,632 (year 2041),  Features Intersected: NJT & CONRAIL(ABANDONED),  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: E10902,  Location: 0.1 MI NORTH OF INTER 15W (Lat: 40.754028,  Lng: -74.109139),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 140,100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 170,900 (year 2040),  Design Load: HS 20,  Features Intersected: BELLVILLE TPK (NJ RT 7),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.451,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.7 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: 33.7 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: Equal to present minimum criteria,  Deck Geometry: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: E10983,  Location: 2.0 MI SOUTH OF INTER 16E (Lat: 40.753333,  Lng: -74.108333),  Route carried "on" structure: Interstate 95,  Year Built: 1952,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 171.21m (561.71ft),  Average Daily Traffic: 126,356 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 154,179 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RV & ERIE RR,  Facility Carried by Structure: TURNPIKE NSE/SNE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.771,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 33.5m (109.9ft), Horizontal Clearance: 78.9m (258.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 35,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 13.9 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: 10.7 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 171.21m (561.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: June 2018,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $3,800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $4,000,000 ( Estimate for 2016),  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: W10879A,  Location: .8 MI N PASSAIC RIVER (Lat: 40.755000,  Lng: -74.117917),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 151,700 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 185,100 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK RMPS TNW,SWT,NET,  Facility Carried by Structure: TURNPIKE NSW/SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.246,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.1 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: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: W10891,  Location: .2 MI N INTERCHANGE 15W (Lat: 40.756667,  Lng: -74.117594),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 136,599 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 166,676 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: TURNPIKE NSW/SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.423,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 41.3m (135.5ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 136,599 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 166,676 (year 2041),  Design Load: HS 20,  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: Turnpike NSW / SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 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: 25.3 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: 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: W10934,  Location: .6 MI N INTERCHANGE 15W (Lat: 40.762111,  Lng: -74.113861),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 136,600 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 166,650 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TRANSIT (Abandoned),  Facility Carried by Structure: Turnpike NSW/SNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 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: 46.3 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: Superior to present desirable 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: W11042,  Location: 1.8 MI N INTERCHANGE 15 W (Lat: 40.775150,  Lng: -74.101961),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 139,340 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 167,210 (year 2041),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: NJTPK NSW-SNW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.854,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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 24 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: 90515,  Location: 1.1 MI W of 440-1+9 JCT (Lat: 40.730100,  Lng: -74.109381),  Route carried "under" structure: US 1,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 84,487 (year 2021),  Truck Traffic: 25%,  Features Intersected: ROUTE US 1&9T,  Facility Carried by Structure: CENTRAL AVE CR 659
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 1.819,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 909154,  Location: 2.2 MI NEOFUS1&9&I-95 JCT (Lat: 40.741919,  Lng: -74.082461),  Route carried "under" structure: County highway 659,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 11,964 (year 2021),  Truck Traffic: 4%,  Features Intersected: Wittpenn Br, CR 659, RR,  Facility Carried by Structure: Ramp C - RT 7WB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 91015,  Location: 1.54 MI EAST OF I-280 INT (Lat: 40.746461,  Lng: -74.099881),  Route carried "under" structure: State highway 7,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,872 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 7 SB, RAMP H NB,  Facility Carried by Structure: RT508 (NEWARK TPK)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.269,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 91015,  Location: 1.54 MI EAST OF I-280 INT (Lat: 40.746461,  Lng: -74.099881),  Route carried "under" structure: Ramp State highway 7,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,365 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 7 SB, RAMP H NB,  Facility Carried by Structure: RT508 (NEWARK TPK)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.269,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 91415,  Location: 1.75 MI EAST OF NJ 21 JCT (Lat: 40.744600,  Lng: -74.137261),  Route carried "under" structure: ServiceOther road ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 95 (year 2021),  Truck Traffic: 1%,  Features Intersected: NJ TRANSIT & SERVICE RD,  Facility Carried by Structure: I-280
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 914153,  Location: 2.2 MI EAST OF RT 21 JCT. (Lat: 40.747511,  Lng: -74.130219),  Route carried "under" structure: Interstate 280,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 41,320 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-280 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 26.796,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 914154,  Location: JCT OF I-280 AND CR 508 (Lat: 40.750281,  Lng: -74.128189),  Route carried "under" structure: County highway 508,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: NEWARK TPK (CR 508),  Facility Carried by Structure: I-280
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 22.949,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 914155,  Location: 2.6 MI EAST OF RT 21 JCT. (Lat: 40.750111,  Lng: -74.124581),  Route carried "under" structure: County highway 508,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,740 (year 2020),  Truck Traffic: 4%,  Features Intersected: NEWARK TURNPIKE (CR 508),  Facility Carried by Structure: I-280 WB CONN
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 23.303,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: E10902,  Location: 0.1 MI NORTH OF INTER 15W (Lat: 40.754028,  Lng: -74.109139),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 255 (year 2020),  Truck Traffic: 15%,  Features Intersected: BELLVILLE TPK (NJ RT 7),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 102.451,  Lanes on structure: 7,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: E10902,  Location: 0.1 MI NORTH OF INTER 15W (Lat: 40.754028,  Lng: -74.109139),  Route carried "under" structure: State highway 7,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 19,936 (year 2020),  Truck Traffic: 10%,  Features Intersected: BELLVILLE TPK (NJ RT 7),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.541,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: W10879A,  Location: .8 MI N PASSAIC RIVER (Lat: 40.755000,  Lng: -74.117917),  Route carried "under" structure: Interstate 280,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,935 (year 2021),  Features Intersected: NJTPK RMPS TNW,SWT,NET,  Facility Carried by Structure: TURNPIKE NSW/SNW
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 27.761,  Lanes on structure: 7,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,375 (year 2021),  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: Turnpike NSW / SNW
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 5.810,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "under" structure: US 7,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,056 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: Turnpike NSW / SNW
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 4.377,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)