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

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Structure Number: 1600021,  Location: 0.15 MI N OF CR639 (Lat: 40.891889,  Lng: -74.218519),  Route carried "on" structure: County highway 632,  Year Built: 1997,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 7,842 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,569 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: LACKAWANNA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 160003,  Location: CO LINE W OF PAT HAM TPK (Lat: 41.003581,  Lng: -74.334839),  Route carried "on" structure: County highway 511,  Year Built: 1915,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,815 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,220 (year 2041),  Features Intersected: PEQUANNOCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.596,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $125,000,  Total Project Cost: $125,000 ( Estimate for 2019)

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Structure Number: 1600039,  Location: 0.5 E OF UNION BLVD/CR646 (Lat: 40.903911,  Lng: -74.199861),  Route carried "on" structure: County highway 644,  Year Built: 2008,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 6,210 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,370 (year 2041),  Design Load: HL 93,  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: HILLERY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1600321,  Location: NORTH OF MADISON ROAD (Lat: 40.909939,  Lng: -74.241231),  Route carried "on" structure: County highway 640,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 44,448 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NAACHTPUNKT BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 47.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $47,000 ( Estimate for 2021)

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Structure Number: 1606156,  Location: 0.68 MILES EAST OF NJ 23 (Lat: 40.894681,  Lng: -74.236269),  Route carried "on" structure: County highway 640,  Year Built: 1948,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 27,681 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,217 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1606157,  Location: 1.2 MILES EAST OF NJ 23 (Lat: 40.893031,  Lng: -74.225831),  Route carried "on" structure: County highway 646,  Year Built: 2006,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 20,098 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,118 (year 2040),  Design Load: HL 93,  Features Intersected: US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1606158,  Location: .5 MI SOUTH OF I-80 (Lat: 40.890781,  Lng: -74.220811),  Route carried "on" structure: US 46,  Year Built: 1939,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 144,450 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 176,256 (year 2040),  Design Load: HS 20,  Features Intersected: PASSAIC RIV,RIVERVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.245,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,270,000,  Total Project Cost: $1,461,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 160915,  Location: 0.25 MI WEST OF RTE 23 (Lat: 40.895781,  Lng: -74.257811),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 108,485 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 130,182 (year 2040),  Design Load: HS 20,  Features Intersected: SINGAC BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.826,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 1609155,  Location: 0.78 MI EAST OF NJ RT 23 (Lat: 40.899300,  Lng: -74.238131),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 52,284 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,796 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RIVERVIEW DRIVE (CR 640)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.548,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1609156,  Location: 0.92 MI EAST OF RT NJ 23 (Lat: 40.899450,  Lng: -74.235481),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 113,081 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 135,697 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Dover &Delaware River RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.774,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,426,000,  Roadway Improvement Cost: $688,000,  Total Project Cost: $4,138,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1609157,  Location: 1.0 MI EAST OF RTE 23 (Lat: 40.898969,  Lng: -74.231731),  Route carried "on" structure: County highway 642,  Year Built: 1970,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 12,348 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,817 (year 2040),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: MINNISINK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,085,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1609158,  Location: 1.5 MI EAST OF RTE 23 (Lat: 40.896461,  Lng: -74.222911),  Route carried "on" structure: State highway 62,  Year Built: 1970,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 20,098 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,118 (year 2040),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

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

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Structure Number: 1609159,  Location: 0.05 MI SOUTH OF RTE I-80 (Lat: 40.896000,  Lng: -74.223331),  Route carried "on" structure: State highway 62,  Year Built: 1969,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 20,098 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,118 (year 2040),  Design Load: HS 20,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $845,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,604,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1610153,  Location: 1.08 MI EAST OF NJ RTE 62 (Lat: 40.895739,  Lng: -74.202981),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 134,739 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 161,685 (year 2041),  Design Load: HS 20,  Features Intersected: Pas Riv,McBride & Rvrvw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.590,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.38m (76.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 2019,  Other Special Inspection Date: July 2021,  Roadway Improvement Cost: $300,000,  Total Project Cost: $605,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Preformed Fabric

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Structure Number: 1651161,  Location: 0.1 MI SOUTH OF I-80 (Lat: 40.898200,  Lng: -74.233319),  Route carried "on" structure: County highway 642,  Year Built: 1916,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,130 (year 2040),  Features Intersected: TOTOWA SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1651162,  Location: 0.13 M. NORTH OF I-80 (Lat: 40.901019,  Lng: -74.238681),  Route carried "on" structure: County highway 640,  Year Built: 1941,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,555 (year 2040),  Design Load: HS 20,  Features Intersected: TOTOWA SPUR (NS),  Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 4,  Base Highway Network: Yes,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $11,442,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $21,973,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1606156,  Location: 0.68 MILES EAST OF NJ 23 (Lat: 40.894681,  Lng: -74.236269),  Route carried "under" structure: US 46,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 124,223 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46,  Facility Carried by Structure: RIVRVIEW DR CR 640
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 91.765,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1606157,  Location: 1.2 MILES EAST OF NJ 23 (Lat: 40.893031,  Lng: -74.225831),  Route carried "under" structure: US 46,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 113,688 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 46
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 92.666,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 1606158,  Location: .5 MI SOUTH OF I-80 (Lat: 40.890781,  Lng: -74.220811),  Route carried "under" structure: County highway 640,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 1,710 (year 2020),  Truck Traffic: 4%,  Features Intersected: PASSAIC RIV,RIVERVIEW DR,  Facility Carried by Structure: US ROUTE 46
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 6.083,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 1609155,  Location: 0.78 MI EAST OF NJ RT 23 (Lat: 40.899300,  Lng: -74.238131),  Route carried "under" structure: County highway 640,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 27,774 (year 2021),  Truck Traffic: 4%,  Features Intersected: RIVERVIEW DRIVE (CR 640),  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.090,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 1609157,  Location: 1.0 MI EAST OF RTE 23 (Lat: 40.898969,  Lng: -74.231731),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 127,929 (year 2020),  Truck Traffic: 4%,  Features Intersected: I-80,  Facility Carried by Structure: MINNISINK RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 88.079,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1609158,  Location: 1.5 MI EAST OF RTE 23 (Lat: 40.896461,  Lng: -74.222911),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 123,539 (year 2020),  Truck Traffic: 4%,  Features Intersected: I-80,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 88.852,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1610153,  Location: 1.08 MI EAST OF NJ RTE 62 (Lat: 40.895739,  Lng: -74.202981),  Route carried "under" structure: County highway 640,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,825 (year 2021),  Truck Traffic: 4%,  Features Intersected: Pas Riv,McBride & Rvrvw,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 13.01m (42.68ft),  Kilometerpoint: 8.047,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1610153,  Location: 1.08 MI EAST OF NJ RTE 62 (Lat: 40.895739,  Lng: -74.202981),  Route carried "under" structure: County highway 639,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,278 (year 2021),  Truck Traffic: 4%,  Features Intersected: Pas Riv,McBride & Rvrvw,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 11.13m (36.52ft),  Kilometerpoint: 3.042,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)