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

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Structure Number: 20004A,  Location: HACKENSACK R 1MI N OF I80 (Lat: 40.879100,  Lng: -74.040281),  Route carried "on" structure: County highway 56,  Year Built: 1908,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 18,936 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,106 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 8.739,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 17.4m (57.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  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: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20023A,  Location: 0.36 MI E OF CR 62 (Lat: 40.891919,  Lng: -74.036781),  Route carried "on" structure: County highway 60,  Year Built: 1971,  Status: Posted for load,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 18,945 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,116 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 14.9m (48.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2018,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,158,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $16,810,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20023B,  Location: 100 FT S OF NJ 4 (Lat: 40.910969,  Lng: -74.039831),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 5,076 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,193 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: COLES BROOK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 6.8m (22.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $31,000,  Total Project Cost: $408,000 ( Estimate for 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: 20023C,  Location: .06 MI. S OF CENTRAL AVE (Lat: 40.890731,  Lng: -74.056281),  Route carried "on" structure: County highway 57,  Year Built: 1911,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 24,376 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,743 (year 2040),  Features Intersected: NYS & W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: May 2020

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Structure Number: 20023E,  Location: JUST SOUTH OF NJ 4 (Lat: 40.910539,  Lng: -74.039639),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,618 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,195 (year 2040),  Features Intersected: COLES BROOK,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.6 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20023F,  Location: 0.3 MI N OF NJ 4 (Lat: 40.910969,  Lng: -74.033169),  Route carried "on" structure: County highway 503,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 17,084 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,846 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COLES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.941,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,475,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $2,100,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20023G,  Location: 0.36 MI E OF CR 59 (Lat: 40.909050,  Lng: -74.052119),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,383 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,532 (year 2040),  Features Intersected: COLES BROOK,  Facility Carried by Structure: SPRING VALLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 206163,  Location: 2.1 MI E OF 4-17 JCT (Lat: 40.909039,  Lng: -74.036569),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 121,410 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 145,692 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KNDRKMCK RD,RR&COLES BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.674,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 206165,  Location: 3.06 MI SOUTH OF NJ 17 (Lat: 40.905600,  Lng: -74.033181),  Route carried "on" structure: County highway 503,  Year Built: 1998,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 36,380 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,656 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.346,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Roadway Improvement Cost: $62,000,  Total Project Cost: $72,000 ( Estimate for 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: 206166,  Location: 2.5 MI SE OF NJ4&NJ17 JCT (Lat: 40.903050,  Lng: -74.030631),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 90,262 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,136 (year 2041),  Features Intersected: HACKENSACK RIVR & ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.80m (58.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $20,475,000,  Roadway Improvement Cost: $4,502,000,  Total Project Cost: $37,466,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 206188,  Location: 0.06 MI SOUTH OF NJ 4 (Lat: 40.909189,  Lng: -74.038381),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 11,481 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,007 (year 2040),  Design Load: HS 20,  Features Intersected: COLES BROOK,  Facility Carried by Structure: JOHNSON AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Waterway Adequacy: 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

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Structure Number: 21415,  Location: 0.70 MI N OF NJ 17&46 JCT (Lat: 40.875781,  Lng: -74.063050),  Route carried "on" structure: State highway 17,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 51,283 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,565 (year 2040),  Design Load: HL 93,  Features Intersected: I-80 & RAMP K
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 14.709,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 214151,  Location: INTERSECTION I-80 (Lat: 40.878789,  Lng: -74.063589),  Route carried "on" structure: County highway 57,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 18,797 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,556 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ 17 NB,  Facility Carried by Structure: SOUTH SUMMIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 66.2 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: High priority of corrective action,  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: $113,000,  Total Project Cost: $153,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226152,  Location: 0.35 MI W OF POLIFY RD (Lat: 40.877400,  Lng: -74.064550),  Route carried "on" structure: County highway 57,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 20,144 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,172 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-80, RAMP L & NJ17 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.67m (51.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,019,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $4,079,000 ( Estimate for 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: 226153,  Location: 2.9 MI WEST OF RTE I-95 (Lat: 40.876381,  Lng: -74.063631),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1962,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 9,538 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,445 (year 2040),  Design Load: HS 20,  Features Intersected: RAMPKNJ17SBTOI80EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.913,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $665,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226154,  Location: 2.7 MI W OF NJ TPK (Lat: 40.873589,  Lng: -74.061261),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 78,333 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POLIFLY ROAD (CR55)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.251,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 72.6 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: Meets minimum limits,  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

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Structure Number: 226155,  Location: 2.73 MI W OF I80&I95 JCT (Lat: 40.873781,  Lng: -74.061161),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 61,722 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 74,066 (year 2040),  Design Load: HS 20,  Features Intersected: POLIFLY RD (CR 55)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.251,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 89.8 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 2020,  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: 226157,  Location: 2.4 MI WEST OF I-95 (Lat: 40.870739,  Lng: -74.058569),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 39,235 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,874 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREEN ST., NJTRR, DR.CH.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.653,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: July 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: 226158,  Location: 2.4 MI WEST OF RTE I-95 (Lat: 40.870939,  Lng: -74.058419),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 46,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,250 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREEN ST, NJT, DRAIN CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.653,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable 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: Latex Concrete

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Structure Number: 226159,  Location: 2.4 MI WEST OF RTE I-95 (Lat: 40.870731,  Lng: -74.058561),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 32,365 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,490 (year 2040),  Design Load: HL 93,  Features Intersected: GREEN ST, NJT, DRAIN CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.653,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.3 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: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226161,  Location: .25 M.WEST OF I-80 EX-66 (Lat: 40.866681,  Lng: -74.044650),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 4,932 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,918 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I-80,  Facility Carried by Structure: PHILLIPS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 69.9 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 minimum criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,076,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,515,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226162,  Location: .15 M. W.OF I-80 EXIT-66 (Lat: 40.867311,  Lng: -74.042639),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1964,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 6,981 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,378 (year 2040),  Design Load: HS 20,  Features Intersected: RTE. I-80,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.102,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,229,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $1,537,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 226163,  Location: AT EXIT 66, ROUTE I-80 (Lat: 40.866769,  Lng: -74.040119),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 204,055 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 248,986 (year 2040),  Design Load: HS 20,  Features Intersected: CR.124(HUDSON STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.343,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 226164,  Location: 1.38 MI W OF I-95 (Lat: 40.866800,  Lng: -74.037900),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 54.96m (180.31ft),  Average Daily Traffic: 168,798 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 202,557 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HackRv,RivRD,WShorAv,RRs
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.697,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 15,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 53.0m (173.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: July 2019,  Roadway Improvement Cost: $28,000,  Total Project Cost: $37,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25416,  Location: 1.1 MILE NORTH OF RT I-80 (Lat: 40.889869,  Lng: -74.054889),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 11,415 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,925 (year 2040),  Features Intersected: NYS&W RAILROAD MAIN LINE,  Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 206163,  Location: 2.1 MI E OF 4-17 JCT (Lat: 40.909039,  Lng: -74.036569),  Route carried "under" structure: County highway 51,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 21,660 (year 2020),  Truck Traffic: 4%,  Features Intersected: KNDRKMCK RD,RR&COLES BRK,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 2.092,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 206165,  Location: 3.06 MI SOUTH OF NJ 17 (Lat: 40.905600,  Lng: -74.033181),  Route carried "under" structure: State highway 4,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 142,915 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 4,  Facility Carried by Structure: HCKNSK AV.(RT.503)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 9.141,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 206166,  Location: 2.5 MI SE OF NJ4&NJ17 JCT (Lat: 40.903050,  Lng: -74.030631),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 1,997 (year 2021),  Truck Traffic: 1%,  Features Intersected: HACKENSACK RIVR & ROAD,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 21415,  Location: 0.70 MI N OF NJ 17&46 JCT (Lat: 40.875781,  Lng: -74.063050),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 147,277 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-80 & RAMP K,  Facility Carried by Structure: NJ 17 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 104.913,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 21415,  Location: 0.70 MI N OF NJ 17&46 JCT (Lat: 40.875781,  Lng: -74.063050),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,557 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-80 & RAMP K,  Facility Carried by Structure: NJ 17 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 104.913,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 214151,  Location: INTERSECTION I-80 (Lat: 40.878789,  Lng: -74.063589),  Route carried "under" structure: State highway 17,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 38,966 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 17 NB,  Facility Carried by Structure: SOUTH SUMMIT AVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 226152,  Location: 0.35 MI W OF POLIFY RD (Lat: 40.877400,  Lng: -74.064550),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 206,121 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-80, RAMP L & NJ17 SB,  Facility Carried by Structure: S.SUMMIT AVE(CR57)
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 104.688,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 226152,  Location: 0.35 MI W OF POLIFY RD (Lat: 40.877400,  Lng: -74.064550),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 6,212 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-80, RAMP L & NJ17 SB,  Facility Carried by Structure: S.SUMMIT AVE(CR57)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 104.688,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 226152,  Location: 0.35 MI W OF POLIFY RD (Lat: 40.877400,  Lng: -74.064550),  Route carried "under" structure: State highway 17,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 59,528 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-80, RAMP L & NJ17 SB,  Facility Carried by Structure: S.SUMMIT AVE(CR57)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 226153,  Location: 2.9 MI WEST OF RTE I-95 (Lat: 40.876381,  Lng: -74.063631),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 26,881 (year 2020),  Truck Traffic: 4%,  Features Intersected: RAMPKNJ17SBTOI80EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 104.913,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 226154,  Location: 2.7 MI W OF NJ TPK (Lat: 40.873589,  Lng: -74.061261),  Route carried "under" structure: County highway 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 21,350 (year 2020),  Truck Traffic: 4%,  Features Intersected: POLIFLY ROAD (CR55),  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 6.325,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 226155,  Location: 2.73 MI W OF I80&I95 JCT (Lat: 40.873781,  Lng: -74.061161),  Route carried "under" structure: County highway 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 21,350 (year 2020),  Truck Traffic: 4%,  Features Intersected: POLIFLY RD (CR 55),  Facility Carried by Structure: I-80 EXPRESS
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.325,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 226156,  Location: 2.7 MI W OF NJ TPK (Lat: 40.873931,  Lng: -74.060681),  Route carried "under" structure: County highway 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,350 (year 2020),  Truck Traffic: 4%,  Features Intersected: POLIFLY ROAD,  Facility Carried by Structure: I-80 WB LOCAL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.325,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 226157,  Location: 2.4 MI WEST OF I-95 (Lat: 40.870739,  Lng: -74.058569),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 4%,  Features Intersected: GREEN ST., NJTRR, DR.CH.,  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 226158,  Location: 2.4 MI WEST OF RTE I-95 (Lat: 40.870939,  Lng: -74.058419),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 4%,  Features Intersected: GREEN ST, NJT, DRAIN CH,  Facility Carried by Structure: I-80 EXPRESS
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 226159,  Location: 2.4 MI WEST OF RTE I-95 (Lat: 40.870731,  Lng: -74.058561),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,315 (year 2020),  Truck Traffic: 4%,  Features Intersected: GREEN ST, NJT, DRAIN CH,  Facility Carried by Structure: I-80 WB LOCAL
Minimum Vertical Clearance: 8.21m (26.94ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 226161,  Location: .25 M.WEST OF I-80 EX-66 (Lat: 40.866681,  Lng: -74.044650),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 122,273 (year 2020),  Truck Traffic: 3%,  Features Intersected: ROUTE I-80,  Facility Carried by Structure: PHILLIPS AVENUE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 106.893,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 226162,  Location: .15 M. W.OF I-80 EXIT-66 (Lat: 40.867311,  Lng: -74.042639),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 122,273 (year 2020),  Truck Traffic: 4%,  Features Intersected: RTE. I-80,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 107.102,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 226163,  Location: AT EXIT 66, ROUTE I-80 (Lat: 40.866769,  Lng: -74.040119),  Route carried "under" structure: County highway 124,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,442 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR.124(HUDSON STREET),  Facility Carried by Structure: RT I-80
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.044,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 226164,  Location: 1.38 MI W OF I-95 (Lat: 40.866800,  Lng: -74.037900),  Route carried "under" structure: County highway 411,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,652 (year 2021),  Truck Traffic: 4%,  Features Intersected: HackRv,RivRD,WShorAv,RRs,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 8.79m (28.84ft),  Kilometerpoint: 1.931,  Lanes on structure: 12,  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: 226164,  Location: 1.38 MI W OF I-95 (Lat: 40.866800,  Lng: -74.037900),  Route carried "under" structure: County highway 503,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 17,357 (year 2021),  Truck Traffic: 4%,  Features Intersected: HackRv,RivRD,WShorAv,RRs,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 9.85m (32.32ft),  Kilometerpoint: 6.824,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 226164,  Location: 1.38 MI W OF I-95 (Lat: 40.866800,  Lng: -74.037900),  Route carried "under" structure: Business City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Features Intersected: HackRv,RivRD,WShorAv,RRs,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 15.70m (51.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)