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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 24
Total length: 120 meters (394ft)
Total costs: $52,374,000
Total average daily traffic: 1,617,838
Total average daily truck traffic: 78,681
National Bridge Inventory (NBI) Registered Bridges for Union City

New bridges - Historical Statistics

  • 1930-1939: 16
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 8

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 900017,  Location: 1.5 MI S OF JCT RT495&1&9 (Lat: 40.755633,  Lng: -74.035367),  Route carried "on" structure: City street 683,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 21,538 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,283 (year 2026),  Features Intersected: GORGE,  Facility Carried by Structure: MANHATTAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  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: Poor,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $381,000,  Total Project Cost: $515,000,  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: 917153,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.773533,  Lng: -74.035167),  Route carried "on" structure: County highway 501,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,188 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,026 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.766,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Good,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: October 2006,  Bridge Improvement Cost: $4,613,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $7,346,000 ( Estimate for 2006),  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: 1.3 MI W OF LINCOLN TUN (Lat: 40.773450,  Lng: -74.034950),  Route carried "on" structure: County highway 501,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,188 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,026 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.766,  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: Good,  Substructure: Fair,  Operating Rating: 73.5 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: 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,  Inspection Date: October 2006,  Bridge Improvement Cost: $4,613,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $7,346,000 ( Estimate for 2006),  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: 40.773667,  Lng: -70.034517),  Route carried "on" structure: Ramp County highway 501,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 2,868 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,442 (year 2026),  Features Intersected: NJ 495,  Facility Carried by Structure: KENNEDY BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.766,  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: Good,  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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,733,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,767,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 917156,  Location: 1.3 MI W OF LIN TUNNEL (Lat: 40.772783,  Lng: -74.033117),  Route carried "on" structure: County highway 617,  Year Built: 1938,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 17,765 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,318 (year 2026),  Features Intersected: ROUTE NJ 495,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.097,  Lanes on structure: 2,  Lanes under structure: 8,  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: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,324,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $5,287,000 ( Estimate for 2006)
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Structure Number: 917157,  Location: 1.3 MI W OF LIN TUNNEL (Lat: 40.772100,  Lng: -74.031767),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,484 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,781 (year 2026),  Features Intersected: NJ ROUTE 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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,529,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,421,000 ( Estimate for 2006)
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Structure Number: 917158,  Location: 1 MI WEST LINCOLN TUNNEL (Lat: 40.771083,  Lng: -74.029100),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,826 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,191 (year 2026),  Features Intersected: ROUTE NJ495,  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: 4.7m (15.4ft),  Right: 6.3m (20.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $2,268,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $3,650,000 ( Estimate for 2006)
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Structure Number: 917159,  Location: 0.9 MI W OF LIN TUNNEL (Lat: 40.770867,  Lng: -74.028950),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,546 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,055 (year 2026),  Features Intersected: NJ ROUTE 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: 4.3m (14.1ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Superstructure: Fair,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,108,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,355,000 ( Estimate for 2006)
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Structure Number: 91716,  Location: 1.1 MI W OF LINCOLN TUN (Lat: 40.770550,  Lng: -74.028150),  Route carried "on" structure: County highway 691,  Year Built: 1938,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 14,974 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,969 (year 2026),  Features Intersected: ROUTE NJ495,  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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $8,965,000,  Roadway Improvement Cost: $1,011,000,  Total Project Cost: $14,500,000 ( Estimate for 2006)
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Structure Number: 917161,  Location: 1.0 MI W OF LIN TUNNEL (Lat: 40.769850,  Lng: -74.026383),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 6,368 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,642 (year 2026),  Features Intersected: NJ ROUTE 495,  Facility Carried by Structure: HUDSON 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: 11.3m (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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $31,999,000,  Roadway Improvement Cost: $320,000,  Total Project Cost: $5,056,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 917164,  Location: NJ PLAZA,LINCOLN TUNNEL (Lat: 40.768267,  Lng: -74.023333),  Route carried "on" structure: State highway 495,  Year Built: 1938,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 32,569 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,083 (year 2027),  Features Intersected: RELIEF,  Facility Carried by Structure: S.MARGINAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  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: 2.9m (9.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $131,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 917153,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.773533,  Lng: -74.035167),  Route carried "under" structure: State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY BLVD SB
Minimum Vertical Clearance: 11.46m (37.60ft),  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: 917153,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.773533,  Lng: -74.035167),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,492 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY 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: 1.3 MI W OF LINCOLN TUN (Lat: 40.773533,  Lng: -74.035167),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,492 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY 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: 917154,  Location: 1.3 MI W OF LINCOLN TUN (Lat: 40.773450,  Lng: -74.034950),  Route carried "under" structure: State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY BLVD NB
Minimum Vertical Clearance: 10.97m (35.99ft),  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: 1.3 MI W OF LINCOLN TUN (Lat: 40.773450,  Lng: -74.034950),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,368 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY BLVD NB
Minimum Vertical Clearance: 0.49m (1.61ft),  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: 1.3 MI W OF LINCOLN TUN (Lat: 40.773450,  Lng: -74.034950),  Route carried "under" structure: Ramp State highway 495,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,368 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ495,N&S RAMPS,  Facility Carried by Structure: KENNEDY 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: 40.773667,  Lng: -70.034517),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ 495,  Facility Carried by Structure: KENNEDY BLVD NB
Minimum Vertical Clearance: 0.45m (1.48ft),  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 LIN TUNNEL (Lat: 40.772783,  Lng: -74.033117),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 495,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.214,  Lanes on structure: 2,  Lanes under structure: 8,  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: 40.772100,  Lng: -74.031767),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 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: 40.771083,  Lng: -74.029100),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ495,  Facility Carried by Structure: BERGENLINE AVE
Minimum Vertical Clearance: 0.45m (1.48ft),  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 LIN TUNNEL (Lat: 40.770867,  Lng: -74.028950),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 495,  Facility Carried by Structure: NEW YORK AVENUE
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 40.770550,  Lng: -74.028150),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ495,  Facility Carried by Structure: PALISADE A &32NDST
Minimum Vertical Clearance: 4.75m (15.58ft),  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 LIN TUNNEL (Lat: 40.769850,  Lng: -74.026383),  Route carried "under" structure: State highway 495,  Year Built: 1938,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 160,756 (year 2006),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 495,  Facility Carried by Structure: HUDSON AVENUE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.784,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.3m (37.1ft)

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