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

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Structure Number: 900005,  Location: 0.6 MI N OF RT 495 (Lat: 40.773039,  Lng: -74.015531),  Route carried "on" structure: County highway 505,  Year Built: 1915,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 13,681 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,417 (year 2041),  Features Intersected: CLIFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 900017,  Location: 0.04 MI. N OF 14TH ST (Lat: 40.755619,  Lng: -74.035339),  Route carried "on" structure: City street CR683,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 5,923 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,107 (year 2041),  Features Intersected: GORGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  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: Meets minimum limits,  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: 902152,  Location: 0.10 MILES S. OF NJ 3 (Lat: 40.771531,  Lng: -74.042589),  Route carried "on" structure: US 1,  Year Built: 2004,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 70,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,300 (year 2040),  Design Load: HL 93,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.006,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 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: 48.9 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: Superior to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $897,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 917152,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773939,  Lng: -74.035019),  Route carried "on" structure: Ramp State highway 495,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,008 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: RT 501 SB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

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 minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,090,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $5,332,000 ( Estimate for 2020)

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Structure Number: 917153,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.774000,  Lng: -74.034711),  Route carried "on" structure: County highway 501,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 19,070 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,884 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ495,N&S RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.782,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $6,354,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $11,297,000 ( 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: 917154,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773389,  Lng: -74.034661),  Route carried "on" structure: County highway 501,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 19,070 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,884 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ495,N&S RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.782,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.29m (27.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $6,354,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $11,297,000 ( 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: 917155,  Location: 1.2 MI WEST OF LIN TUNNEL (Lat: 40.773419,  Lng: -74.034339),  Route carried "on" structure: Ramp State highway 495,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,008 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: RT 501 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,090,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $5,332,000 ( Estimate for 2020)

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Structure Number: 917156,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.772689,  Lng: -74.033131),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,523 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,427 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: SUMMIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,018,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $8,167,000 ( Estimate for 2020)

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Structure Number: 917157,  Location: 1.3 MI W OF LIN TUNNEL (Lat: 40.772069,  Lng: -74.031489),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,517 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,021 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,579,000,  Roadway Improvement Cost: $387,000,  Total Project Cost: $4,500,000 ( Estimate for 2020)

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Structure Number: 917158,  Location: 1 MI WEST LINCOLN TUNNEL (Lat: 40.771461,  Lng: -74.029739),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,879 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: BERGENLINE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,042,000,  Roadway Improvement Cost: $606,000,  Total Project Cost: $6,974,000 ( Estimate for 2020)

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Structure Number: 917159,  Location: 0.9 MI W OF LINCOLN TUN (Lat: 40.770819,  Lng: -74.028861),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,599 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,119 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: NEW YORK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,794,000,  Roadway Improvement Cost: $569,000,  Total Project Cost: $6,550,000 ( Estimate for 2020)

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Structure Number: 91716,  Location: 1.1 MI W OF LINCOLN TUN (Lat: 40.770219,  Lng: -74.027439),  Route carried "on" structure: County highway 691,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 12,893 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,471 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: PALISADE A &32NDST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 98.2m (322.2ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $15,981,000,  Roadway Improvement Cost: $2,397,000,  Total Project Cost: $27,600,000 ( Estimate for 2020)

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Structure Number: 917161,  Location: 1.0 MI W OF LINCOLN TUN (Lat: 40.769861,  Lng: -74.026469),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 7,415 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,898 (year 2040),  Features Intersected: NJ 495,  Facility Carried by Structure: HUDSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,024,000,  Roadway Improvement Cost: $754,000,  Total Project Cost: $8,670,000 ( Estimate for 2020)

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Structure Number: 917162,  Location: 0.6 MI W OF LIN TUNNEL (Lat: 40.768439,  Lng: -74.023700),  Route carried "on" structure: State highway 495,  Year Built: 1938,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 22,093 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,512 (year 2040),  Design Load: HL 93,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: SOUTH MARGINAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 917163,  Location: 0.6 MI W OF LIN TUNNEL (Lat: 40.768719,  Lng: -74.023400),  Route carried "on" structure: State highway 495,  Year Built: 1938,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 32,915 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,498 (year 2040),  Features Intersected: PARK AVENUE,  Facility Carried by Structure: NORTH MARGINAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $214,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $345,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 917164,  Location: Inters Park & S. Marginal (Lat: 40.768250,  Lng: -74.023331),  Route carried "on" structure: ServiceState highway 495,  Year Built: 1938,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 36,701 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,041 (year 2041),  Features Intersected: Relief Cut,  Facility Carried by Structure: S. Marginal Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $449,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 953163,  Location: 0.45 MI N of Lincoln Tunn (Lat: 40.773331,  Lng: -74.015000),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 2,560 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,120 (year 2040),  Features Intersected: HBLR&Port Imperial,  Facility Carried by Structure: Pershing Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.8 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 replacement,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,319,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $8,456,000 ( 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: 361431A,  Location: AT GSP & RT 78 JUNCTION (Lat: 40.709269,  Lng: -74.246350),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1974,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 18,362 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,675 (year 2041),  Design Load: H 20,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.297,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.7 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: 18.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $134,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361431C,  Location: AT GSP INTERCHANGE NO.142 (Lat: 40.705961,  Lng: -74.251500),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1974,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 16,136 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,689 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RTE I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.297,  Lanes on structure: 2,  Lanes under structure: 11,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.9 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: 37.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: August 2021,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $636,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3800019,  Location: .4 MI WEST LINCOLN TUNNEL (Lat: 40.768969,  Lng: -74.024469),  Route carried "on" structure: State highway NJ495,  Year Built: 1937,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 141,364 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 172,464 (year 2041),  Design Load: H 20,  Features Intersected: PLEASANT AVENUE,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,879,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $5,800,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800021,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768361,  Lng: -74.023300),  Route carried "on" structure: Ramp State highway NJ495,  Year Built: 1938,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 27 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 32 (year 2041),  Design Load: H 20,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: SOUTH RAMP(NJ-495)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.446,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800024,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768631,  Lng: -74.023689),  Route carried "on" structure: State highway 495,  Year Built: 1938,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 141,363 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 172,463 (year 2041),  Design Load: H 20,  Features Intersected: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.421,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,870,000,  Roadway Improvement Cost: $387,000,  Total Project Cost: $7,800,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800026,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768500,  Lng: -74.023311),  Route carried "on" structure: State highway NJ495,  Year Built: 1937,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 141,363 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 172,463 (year 2041),  Design Load: H 20,  Features Intersected: NONE,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.458,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.74m (41.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $12,941,000,  Roadway Improvement Cost: $1,294,000,  Total Project Cost: $26,100,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800027,  Location: LINCOLN TUNNEL HELIX (Lat: 40.767931,  Lng: -74.022311),  Route carried "on" structure: State highway NJ495,  Year Built: 1937,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 141,163 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 172,219 (year 2041),  Design Load: H 20,  Features Intersected: JFK BLVD E, N&S MARGINAL,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.576,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Agenciy,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $22,637,000,  Roadway Improvement Cost: $2,264,000,  Total Project Cost: $45,600,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800028,  Location: NJ PLAZA LINCOLN TUNNEL (Lat: 40.768411,  Lng: -74.022250),  Route carried "on" structure: Ramp State highway NJ495,  Year Built: 1937,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 11,694 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,267 (year 2041),  Design Load: H 20,  Features Intersected: NORTH MARGINAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.573,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800029,  Location: NEAR LINCOLN TUNNEL PLAZA (Lat: 40.763569,  Lng: -74.024900),  Route carried "on" structure: State highway NJ495,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 90,276 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,137 (year 2041),  Design Load: H 20,  Features Intersected: CENTER RAMP TO LIN TUNNL,  Facility Carried by Structure: NJ-495 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,630,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $3,300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800031,  Location: NEAR LINCOLN TUNNEL PLAZA (Lat: 40.763131,  Lng: -74.024339),  Route carried "on" structure: State highway NJ495,  Year Built: 1937,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 38.95m (127.79ft),  Average Daily Traffic: 141,363 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 172,463 (year 2041),  Design Load: H 20,  Features Intersected: HUDS-BERG LT RL&BALDW AV,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 20,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.48m (185.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $65,374,000,  Roadway Improvement Cost: $6,537,000,  Total Project Cost: $132,000,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 917152,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773939,  Lng: -74.035019),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: RT 501 SB RAMP
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.947,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 917153,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.774000,  Lng: -74.034711),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD)SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917153,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.774000,  Lng: -74.034711),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD)SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917153,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.774000,  Lng: -74.034711),  Route carried "under" structure: State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 147,925 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD)SB
Minimum Vertical Clearance: 11.45m (37.57ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917154,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773389,  Lng: -74.034661),  Route carried "under" structure: State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 147,925 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD) NB
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917154,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773389,  Lng: -74.034661),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD) NB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917154,  Location: 1.4 MI W OF LINCOLN TUN (Lat: 40.773389,  Lng: -74.034661),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 14,173 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: RT501(JFK BLVD) NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 917155,  Location: 1.2 MI WEST OF LIN TUNNEL (Lat: 40.773419,  Lng: -74.034339),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: RT 501 NB RAMP
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.996,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 917156,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.772689,  Lng: -74.033131),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: SUMMIT AVE
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 917157,  Location: 1.3 MI W OF LIN TUNNEL (Lat: 40.772069,  Lng: -74.031489),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.301,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 917158,  Location: 1 MI WEST LINCOLN TUNNEL (Lat: 40.771461,  Lng: -74.029739),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 495,  Facility Carried by Structure: BERGENLINE AVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 917159,  Location: 0.9 MI W OF LINCOLN TUN (Lat: 40.770819,  Lng: -74.028861),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: NEW YORK AVENUE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 91716,  Location: 1.1 MI W OF LINCOLN TUN (Lat: 40.770219,  Lng: -74.027439),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: PALISADE A &32NDST
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.672,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 917161,  Location: 1.0 MI W OF LINCOLN TUN (Lat: 40.769861,  Lng: -74.026469),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 147,926 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: HUDSON AVENUE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 917162,  Location: 0.6 MI W OF LIN TUNNEL (Lat: 40.768439,  Lng: -74.023700),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 1,260 (year 2020),  Truck Traffic: 4%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: SOUTH MARGINAL ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 917163,  Location: 0.6 MI W OF LIN TUNNEL (Lat: 40.768719,  Lng: -74.023400),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 1,260 (year 2020),  Truck Traffic: 4%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: NORTH MARGINAL ST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.046,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 953163,  Location: 0.45 MI N of Lincoln Tunn (Lat: 40.773331,  Lng: -74.015000),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,220 (year 2020),  Truck Traffic: 3%,  Features Intersected: HBLR&Port Imperial,  Facility Carried by Structure: Pershing Road
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 361431C,  Location: AT GSP INTERCHANGE NO.142 (Lat: 40.705961,  Lng: -74.251500),  Route carried "under" structure: Interstate 78,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 96,655 (year 2021),  Truck Traffic: 5%,  Features Intersected: RTE I-78,  Facility Carried by Structure: EXIT RAMP TO GSP
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 85.488,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3800019,  Location: .4 MI WEST LINCOLN TUNNEL (Lat: 40.768969,  Lng: -74.024469),  Route carried "under" structure: Business City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 9,530 (year 2021),  Truck Traffic: 4%,  Features Intersected: PLEASANT AVENUE,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.193,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3800021,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768361,  Lng: -74.023300),  Route carried "under" structure: Business City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 14,790 (year 2021),  Truck Traffic: 4%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: SOUTH RAMP(NJ-495)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 3800024,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768631,  Lng: -74.023689),  Route carried "under" structure: Business City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 14,803 (year 2021),  Truck Traffic: 4%,  Features Intersected: PARK AVENUE,  Facility Carried by Structure: NJ495
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.595,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 3800027,  Location: LINCOLN TUNNEL HELIX (Lat: 40.767931,  Lng: -74.022311),  Route carried "under" structure: Business City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 11,726 (year 2021),  Truck Traffic: 4%,  Features Intersected: JFK BLVD E, N&S MARGINAL,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 2.414,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 3800027,  Location: LINCOLN TUNNEL HELIX (Lat: 40.767931,  Lng: -74.022311),  Route carried "under" structure: Business City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 11,153 (year 2021),  Truck Traffic: 4%,  Features Intersected: JFK BLVD E, N&S MARGINAL,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 7.85m (25.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 3800027,  Location: LINCOLN TUNNEL HELIX (Lat: 40.767931,  Lng: -74.022311),  Route carried "under" structure: Business City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 9,423 (year 2021),  Truck Traffic: 4%,  Features Intersected: JFK BLVD E, N&S MARGINAL,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 3800028,  Location: NJ PLAZA LINCOLN TUNNEL (Lat: 40.768411,  Lng: -74.022250),  Route carried "under" structure: Business City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 9,466 (year 2021),  Truck Traffic: 1%,  Features Intersected: NORTH MARGINAL STREET,  Facility Carried by Structure: NORTH RAMP (NJ495)
Minimum Vertical Clearance: 7.86m (25.79ft),  Kilometerpoint: 1.062,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 3800029,  Location: NEAR LINCOLN TUNNEL PLAZA (Lat: 40.763569,  Lng: -74.024900),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,071 (year 2021),  Truck Traffic: 1%,  Features Intersected: CENTER RAMP TO LIN TUNNL
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 380003,  Location: NEAR LINCOLN TUNNEL PLAZA (Lat: 40.763381,  Lng: -74.024831),  Route carried "under" structure: Business City street 677,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 9,635 (year 2021),  Truck Traffic: 4%,  Features Intersected: JFK BLVD (EAST)&EAST RMP,  Facility Carried by Structure: NJ-495
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.398,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 380003,  Location: NEAR LINCOLN TUNNEL PLAZA (Lat: 40.763381,  Lng: -74.024831),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 12,129 (year 2021),  Truck Traffic: 4%,  Features Intersected: JFK BLVD (EAST)&EAST RMP
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)