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

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Structure Number: 700005,  Location: 0.25 mi S of US 46 (Lat: 40.886439,  Lng: -74.272431),  Route carried "on" structure: County highway 613,  Year Built: 1995,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 24,075 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,891 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deepavaal Brook,  Facility Carried by Structure: Passaic Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.900,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700095,  Location: 0.22 MI S OF GREENBROK RD (Lat: 40.870819,  Lng: -74.279750),  Route carried "on" structure: County highway 613,  Year Built: 1921,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 23,860 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,109 (year 2040),  Design Load: H 20,  Features Intersected: GREEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 701465,  Location: .5MI W OF PASSAIC AVE. (Lat: 40.881731,  Lng: -74.280419),  Route carried "on" structure: County highway 662,  Year Built: 2019,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,720 (year 2039),  Design Load: HL 93,  Features Intersected: Deepavaal Brook,  Facility Carried by Structure: New Dutch Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 41.7 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $420,000 ( Estimate for 2015)

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Structure Number: 701565,  Location: 264 FT WEST OF PIER LANE (Lat: 40.887250,  Lng: -74.266331),  Route carried "on" structure: County highway 615,  Year Built: 1994,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,985 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,182 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEEPAVAAL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.281,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 70M06,  Location: 0.23 MILE N.OF I-80 (Lat: 40.896919,  Lng: -74.272869),  Route carried "on" structure: County highway 613,  Year Built: 1928,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 10,951 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,360 (year 2040),  Design Load: H 20,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.123,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature 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: 72215,  Location: 0.6 MI East of CR 627 (Lat: 40.873269,  Lng: -74.302769),  Route carried "on" structure: Ramp US 46,  Year Built: 1952,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 7,304 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,912 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.456,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 722151,  Location: 2.5 MILES WEST OF NJ 23 (Lat: 40.876961,  Lng: -74.298919),  Route carried "on" structure: County highway 626,  Year Built: 1952,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,960 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,752 (year 2040),  Design Load: H 20,  Features Intersected: US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 722152,  Location: 2.1 MI. EAST OF RT. 159 (Lat: 40.881761,  Lng: -74.291411),  Route carried "on" structure: County highway 625,  Year Built: 1952,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 8,680 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,400 (year 2040),  Design Load: HS 20,  Features Intersected: US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  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: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,654,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $5,331,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 722155,  Location: 0.5 MI WEST OF RT. 23 (Lat: 40.886300,  Lng: -74.282419),  Route carried "on" structure: Ramp US 46,  Year Built: 1951,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 8,449 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,309 (year 2040),  Design Load: HS 20,  Features Intersected: US ROUTE 46,  Facility Carried by Structure: RAMP TO FAIRFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.677,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  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: 9.2m (30.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 722156,  Location: 0.27 MI SOUTH OF I-80 (Lat: 40.889739,  Lng: -74.273719),  Route carried "on" structure: County highway 613,  Year Built: 1950,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 19,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 46,  Facility Carried by Structure: TWO BRIDGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.286,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  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: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 722157,  Location: 0.5 MI WEST OF RT NJ 23 (Lat: 40.892200,  Lng: -74.266081),  Route carried "on" structure: US 46,  Year Built: 2020,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 30,086 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,103 (year 2041),  Design Load: HL 93,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.238,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $3,840,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $6,017,000 ( Estimate for 2019),  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: 722158,  Location: 0.53 MI WEST OF RT NJ 23 (Lat: 40.892469,  Lng: -74.266211),  Route carried "on" structure: US 46,  Year Built: 1951,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 30,086 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,103 (year 2041),  Design Load: HS 20,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.238,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  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: 2.2m (7.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $2,370,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 72615,  Location: 2.7 MI EAST OF RTE 46 (Lat: 40.878039,  Lng: -74.327231),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 66,595 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 79,914 (year 2040),  Design Load: HS 20,  Features Intersected: HORSENECK RD,WATER SUPP.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.228,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Roadway Improvement Cost: $92,000,  Total Project Cost: $116,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 726151,  Location: 2.7 MI EAST OF RTE 46 (Lat: 40.878619,  Lng: -74.327400),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 66,595 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 79,914 (year 2040),  Design Load: HS 20,  Features Intersected: HORSENECK RD & WATER SUP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.228,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Roadway Improvement Cost: $122,000,  Total Project Cost: $150,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 726153,  Location: 1.16 MILES W OF NJ 23 SB (Lat: 40.893669,  Lng: -74.273581),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 61,720 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 74,064 (year 2041),  Design Load: HS 20,  Features Intersected: TWO BRIDGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.444,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 726154,  Location: 1.0 Mi west of NJ Transit (Lat: 40.894089,  Lng: -74.273119),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 60,800 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 72,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TWO BRIDGES RD (CR613)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.458,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $295,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 726155,  Location: 0.75 MI WEST OF NJ 23 SB (Lat: 40.894031,  Lng: -74.267039),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 60,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,100 (year 2041),  Design Load: HS 20,  Features Intersected: PASSAIC RIVER & FRFLD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.070,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 726156,  Location: 0.75 MI WEST OF NJ 23 SB (Lat: 40.894511,  Lng: -74.265900),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 60,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,100 (year 2041),  Design Load: HS 20,  Features Intersected: PASSAIC RIVER & FRFLD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.070,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 1415157,  Location: 2.0 MI EAST OF US 46 (Lat: 40.866989,  Lng: -74.330981),  Route carried "on" structure: Interstate 80,  Year Built: 1968,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 29,760 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,700 (year 2041),  Design Load: HS 20,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1415158,  Location: 2.0 MI EAST OF US 46 (Lat: 40.868189,  Lng: -74.331239),  Route carried "on" structure: Interstate 80,  Year Built: 1968,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 29,760 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,700 (year 2041),  Design Load: HS 20,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1430153,  Location: 0.7 MI E OF 46-159 JCT. (Lat: 40.858500,  Lng: -74.318931),  Route carried "on" structure: State highway 159,  Year Built: 1939,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 9,695 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,635 (year 2041),  Design Load: HL 93,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 72215,  Location: 0.6 MI East of CR 627 (Lat: 40.873269,  Lng: -74.302769),  Route carried "under" structure: US 46,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 62,167 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE US 46
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 85.456,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 722151,  Location: 2.5 MILES WEST OF NJ 23 (Lat: 40.876961,  Lng: -74.298919),  Route carried "under" structure: US 46,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 47,280 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46,  Facility Carried by Structure: HORSENECK RD CR626
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 85.939,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 722152,  Location: 2.1 MI. EAST OF RT. 159 (Lat: 40.881761,  Lng: -74.291411),  Route carried "under" structure: US 46,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 47,300 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46,  Facility Carried by Structure: HLYWD AVE(CR 625)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 86.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 722155,  Location: 0.5 MI WEST OF RT. 23 (Lat: 40.886300,  Lng: -74.282419),  Route carried "under" structure: US 46,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 62,167 (year 2020),  Truck Traffic: 4%,  Features Intersected: US ROUTE 46,  Facility Carried by Structure: RAMP TO FAIRFIELD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 87.677,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 722156,  Location: 0.27 MI SOUTH OF I-80 (Lat: 40.889739,  Lng: -74.273719),  Route carried "under" structure: US 46,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 59,600 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46,  Facility Carried by Structure: TWO BRIDGES ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 88.498,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 72615,  Location: 2.7 MI EAST OF RTE 46 (Lat: 40.878039,  Lng: -74.327231),  Route carried "under" structure: County highway 626,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,344 (year 2020),  Truck Traffic: 4%,  Features Intersected: HORSENECK RD,WATER SUPP.,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 1.175,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 726151,  Location: 2.7 MI EAST OF RTE 46 (Lat: 40.878619,  Lng: -74.327400),  Route carried "under" structure: County highway 626,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,239 (year 2020),  Truck Traffic: 4%,  Features Intersected: HORSENECK RD & WATER SUP,  Facility Carried by Structure: RT. I-80 WB
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 1.175,  Lanes on structure: 3,  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: 726153,  Location: 1.16 MILES W OF NJ 23 SB (Lat: 40.893669,  Lng: -74.273581),  Route carried "under" structure: County highway 613,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 11,159 (year 2021),  Truck Traffic: 4%,  Features Intersected: TWO BRIDGES ROAD,  Facility Carried by Structure: I-80 EASTBOUND
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.737,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 726154,  Location: 1.0 Mi west of NJ Transit (Lat: 40.894089,  Lng: -74.273119),  Route carried "under" structure: County highway 613,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,924 (year 2020),  Truck Traffic: 4%,  Features Intersected: TWO BRIDGES RD (CR613),  Facility Carried by Structure: I-80 WB, RAMP A
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 9.737,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 726155,  Location: 0.75 MI WEST OF NJ 23 SB (Lat: 40.894031,  Lng: -74.267039),  Route carried "under" structure: County highway 679,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,510 (year 2021),  Truck Traffic: 3%,  Features Intersected: PASSAIC RIVER & FRFLD RD,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 726156,  Location: 0.75 MI WEST OF NJ 23 SB (Lat: 40.894511,  Lng: -74.265900),  Route carried "under" structure: County highway 679,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,510 (year 2021),  Truck Traffic: 3%,  Features Intersected: PASSAIC RIVER & FRFLD RD,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)