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

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Structure Number: 32515,  Location: 0.3 MILE SOUTH OF 545 JCT (Lat: 40.130950,  Lng: -74.704850),  Route carried "on" structure: US 206,  Year Built: 1929,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 23,828 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,074 (year 2040),  Design Load: H 20,  Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.037,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50003,  Location: 0.75 MI E.OF GSP & NJ 109 (Lat: 38.955369,  Lng: -74.890539),  Route carried "on" structure: County highway 621,  Year Built: 1939,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 9,410 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,484 (year 2040),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 7.6m (24.9ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $8,442,000,  Roadway Improvement Cost: $2,111,000,  Total Project Cost: $14,352,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 900006,  Location: At Bowers St Intersection (Lat: 40.745200,  Lng: -74.042419),  Route carried "on" structure: City street ,  Year Built: 1905,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 759 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 910 (year 2041),  Features Intersected: HOLLAND AVE (ABANDONED),  Facility Carried by Structure: OGDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 900008,  Location: 0.48 MI S OF NJ 139 (Lat: 40.731839,  Lng: -74.063811),  Route carried "on" structure: County highway 501,  Year Built: 1924,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 25,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,600 (year 2041),  Features Intersected: PATH(12)TRCKS&CONRAIL(2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.294,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 64.8m (212.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.84m (48.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $42,921,000,  Roadway Improvement Cost: $4,292,000,  Total Project Cost: $70,955,000 ( 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: 900009,  Location: 1.96 MI. NORTH OF I-78 (Lat: 40.713481,  Lng: -74.083100),  Route carried "on" structure: County highway 501,  Year Built: 1970,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 24,532 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,438 (year 2041),  Features Intersected: HUDSON-BERGEN LIGHT RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.478,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  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: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,710,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,600,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 90001,  Location: 0.18 Mi. West of RT 501 (Lat: 40.758361,  Lng: -74.048861),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 10,863 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,035 (year 2041),  Features Intersected: SECAUCUS ROAD (CR 678),  Facility Carried by Structure: NELSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 900011,  Location: .82 MI N OF JFK BLVD(501) (Lat: 40.713069,  Lng: -74.081481),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,899 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,078 (year 2041),  Features Intersected: HUDSON-BERGEN LIGHT RAIL,  Facility Carried by Structure: BERGEN AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.5 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: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 900013,  Location: 0.06 MI. N OF I-78 (Lat: 40.727469,  Lng: -74.053781),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 20,348 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,417 (year 2041),  Features Intersected: NATIONAL DOCKS SECONDARY,  Facility Carried by Structure: Newark Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 900028,  Location: 0.52 MI. NORTH OF NJ 139 (Lat: 40.738381,  Lng: -74.047769),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,569 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,682 (year 2041),  Design Load: H 20,  Features Intersected: NEW YORK AVENUE,  Facility Carried by Structure: PALISADE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $5,930,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 900031,  Location: .24 miles S of Duncan Ave (Lat: 40.727461,  Lng: -74.087119),  Route carried "on" structure: ServiceState lands road ,  Year Built: 2005,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 582 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 698 (year 2041),  Design Load: HL 93,  Features Intersected: US 1& 9 TRUCK,  Facility Carried by Structure: LINC PARK SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 900102,  Location: 0.57 MI E of JFK BLVD 501 (Lat: 40.722961,  Lng: -74.061850),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 25,001 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,001 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CORNELISON AVENUE,  Facility Carried by Structure: MONTGOMERY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 900104,  Location: 0.06 MI SOUTH OF I-78 (Lat: 40.729311,  Lng: -74.041561),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,317 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,180 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GROVE STREET,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 900105,  Location: 0.05 Mi. South of I-78 (Lat: 40.729169,  Lng: -74.039919),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 4,025 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,830 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LUIS MUNOZ MARIN BLVD,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 90115,  Location: KEARNY to JERSEY CITY (Lat: 40.734931,  Lng: -74.117539),  Route carried "on" structure: US 1,  Year Built: 1932,  Year Reconstructed: 2017,  Status: Posted for load-capacity,  Structure Length: 454.37m (1490.72ft),  Average Daily Traffic: 84,700 (year 2020),  Average Future Daily Traffic: 101,640 (year 2040),  Design Load: H 20,  Features Intersected: Hackensack & Passaic Riv
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 83.444,  Lanes on structure: 4,  Lanes under structure: 47,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 137.2m (450.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 100,  Length of Maximum Span: 167.6m (549.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 454.40m (1490.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $130,000,000,  Total Project Cost: $156,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 90215,  Location: 0.11 MILE N. OF US RT 139 (Lat: 40.740450,  Lng: -74.064131),  Route carried "on" structure: US 1,  Year Built: 2011,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 69,153 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,983 (year 2041),  Design Load: HL 93,  Features Intersected: MORRISTOWN LINE (MP1.95)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.063,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 902151,  Location: 0.11 MILE N. OF US RT 139 (Lat: 40.741069,  Lng: -74.063681),  Route carried "on" structure: US 1,  Year Built: 2011,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 69,153 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,983 (year 2041),  Design Load: HL 93,  Features Intersected: SUSQUEHANNA CONNECTION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.176,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 7.9m (25.9ft),  Right: 7.9m (25.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 902153,  Location: 0.48 mi West of CR 681 (Lat: 40.760169,  Lng: -74.051100),  Route carried "on" structure: County highway 678,  Year Built: 2005,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 15,547 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,656 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US ROUTE 1&9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 902154,  Location: 0.1 mile east of US 1&9 (Lat: 40.761681,  Lng: -74.053250),  Route carried "on" structure: County highway 678,  Year Built: 2006,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 15,547 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,656 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CONRAIL/NJTransit/Svc Rd
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.901,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 902155,  Location: 0.04 miles west of US1&9 (Lat: 40.760631,  Lng: -74.051511),  Route carried "on" structure: Ramp US 1,  Year Built: 2005,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 4,110 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,932 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DELL AVENUE,  Facility Carried by Structure: RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.543,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 902156,  Location: 0.1 MI S. of Tonnelle Cir (Lat: 40.739561,  Lng: -74.067219),  Route carried "on" structure: Ramp US 1,  Year Built: 2013,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 12,715 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,260 (year 2041),  Design Load: HL 93,  Features Intersected: Ramps B, C, D
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 90415,  Location: 0.3 M E OF TONNELLE AVE (Lat: 40.738869,  Lng: -74.062281),  Route carried "on" structure: County highway 501,  Year Built: 1926,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 26,245 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,494 (year 2040),  Features Intersected: NJ 139
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.051,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,615,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $8,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 904151,  Location: 0.35 MI E OF TONNELE AVE (Lat: 40.738769,  Lng: -74.061631),  Route carried "on" structure: State highway 139,  Year Built: 1927,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 75,679 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,815 (year 2041),  Features Intersected: Conrail (aban Eirie-Lac)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $6,330,000,  Roadway Improvement Cost: $2,000,000,  Total Project Cost: $14,849,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 904152,  Location: 1 MI W OF HOLLAND TUNNEL (Lat: 40.738611,  Lng: -74.060800),  Route carried "on" structure: State highway 139,  Year Built: 1927,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 103.02m (337.99ft),  Average Daily Traffic: 26,760 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,380 (year 2040),  Design Load: HL 93,  Features Intersected: NJ ROUTE 139
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 190,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 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: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 103.00m (337.93ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Total Project Cost: $131,364,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 904153,  Location: 0.9mi SW of RT1&139 JCT (Lat: 40.731581,  Lng: -74.052789),  Route carried "on" structure: State highway 139,  Year Built: 1927,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 55.87m (183.30ft),  Average Daily Traffic: 37,733 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,034 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-78 WB & LOCAL RDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.701,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Mixed types,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 35,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 904154,  Location: 0.9mi SW of RT1&139 JCT (Lat: 40.731361,  Lng: -74.051750),  Route carried "on" structure: State highway 139,  Year Built: 1950,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 52.43m (172.01ft),  Average Daily Traffic: 37,733 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,035 (year 2041),  Design Load: H 20,  Features Intersected: I-78 & Coles Street
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 1.701,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 14,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 905152,  Location: 0.6 MI W OF 440-1+9 JCT (Lat: 40.728011,  Lng: -74.101569),  Route carried "on" structure: US 1,  Year Built: 1954,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 45.11m (148.00ft),  Average Daily Traffic: 83,660 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,082 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.768,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 60.7m (199.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 67.7m (222.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 906156,  Location: .35 mi W of Tonnelle SB (Lat: 40.739261,  Lng: -74.070339),  Route carried "on" structure: US 1,  Year Built: 2012,  Status: Open,  Structure Length: 24.35m (79.89ft),  Average Daily Traffic: 29,429 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,315 (year 2041),  Design Load: HL 93,  Features Intersected: RR,ST PAUL&COVERT,RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.5m (116.5ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 906158,  Location: TONNELE AVENUE CIRCLE (Lat: 40.739369,  Lng: -74.064681),  Route carried "on" structure: Ramp US 1,  Year Built: 2012,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 18,920 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,704 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: 1+9T and 1+9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.614,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 906159,  Location: 150' SE/DUFFIELD&ST PAULS (Lat: 40.740939,  Lng: -74.074869),  Route carried "on" structure: Ramp US 1T,  Year Built: 2011,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 10,552 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 156,797 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CHARLOTTE AVE S.B. RAMP,  Facility Carried by Structure: US 1+9T RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 90616,  Location: US 1&9T and NJ 7 Junc. (Lat: 40.739161,  Lng: -74.073469),  Route carried "on" structure: US 1,  Year Built: 2010,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 51,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,200 (year 2041),  Design Load: HL 93,  Features Intersected: US 1&9T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 906161,  Location: Junc. of 1&9, 1&9T, NJ 7 (Lat: 40.739000,  Lng: -74.073981),  Route carried "on" structure: Ramp US 1,  Year Built: 2012,  Status: Closed,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 9,933 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,920 (year 2040),  Design Load: HL 93,  Features Intersected: US 1&9 and Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.099,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 906164,  Location: 0.5 miles N of NJ 139 (Lat: 40.739939,  Lng: -74.065231),  Route carried "on" structure: Ramp US 1+9T,  Year Built: 2012,  Status: Open,  Structure Length: 28.83m (94.59ft),  Average Daily Traffic: 13,380 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,055 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Tonnele Ave & NJ Transit
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.614,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.4 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 906901,  Location: 0.1 MI. SW HOLLAND TUNNEL (Lat: 40.729469,  Lng: -74.043250),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,317 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,180 (year 2041),  Design Load: HS 20,  Features Intersected: ERIE STREET,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 909156,  Location: 1.5 MI NWOFUS1&9&I-95 JCT (Lat: 40.739400,  Lng: -74.077050),  Route carried "on" structure: Ramp State highway 7,  Year Built: 2021,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,428 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,575 (year 2041),  Design Load: HL 93,  Features Intersected: Relief Area
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 909157,  Location: 2.26MI NEOFUS1&9&NJ95 JCT (Lat: 40.739039,  Lng: -74.074919),  Route carried "on" structure: State highway 7,  Year Built: 2021,  Status: Open,  Structure Length: 100.16m (328.61ft),  Average Daily Traffic: 52,025 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,480 (year 2041),  Design Load: HL 93,  Features Intersected: HACK RVR, Ramp D, CR 659
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 48.2m (158.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 98.8m (324.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 913153,  Location: 0.69 MI SOUTH OF I-78 (Lat: 40.686561,  Lng: -74.094200),  Route carried "on" structure: State highway 440,  Year Built: 1991,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 23,796 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,555 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL & NJ TRANSIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.371,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 30 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-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 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: 913157,  Location: 0.4 Miles North of NJTP (Lat: 40.689139,  Lng: -74.100031),  Route carried "on" structure: State highway 440,  Year Built: 1990,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 23,796 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,555 (year 2040),  Design Load: HS 20,  Features Intersected: AVENUE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.918,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 913158,  Location: 0.17 Mi North of I-78 (Lat: 40.687261,  Lng: -74.095439),  Route carried "on" structure: State highway 440,  Year Built: 1991,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 23,796 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,555 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.468,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 67.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing