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

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Structure Number: 202156,  Location: 1.7 MI WEST OF GWB (Lat: 40.851261,  Lng: -73.985500),  Route carried "on" structure: US 1,  Year Built: 1931,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 41,150 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,203 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 63 SB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 102.918,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 202158,  Location: 1.1 MI WEST OF GWB (Lat: 40.857931,  Lng: -73.980581),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 60,609 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,943 (year 2040),  Features Intersected: MAIN STREET (CR 56 III)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 103.787,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 202159,  Location: 1.05 MI. West of GWB (Lat: 40.858281,  Lng: -73.978711),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 60,609 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,943 (year 2040),  Design Load: HL 93,  Features Intersected: JONES ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 103.931,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.7 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: 71.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $982,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,258,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20216,  Location: 1.0 MI WEST OF GWB (Lat: 40.858319,  Lng: -73.976939),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 30,304 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,971 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ 4 EB & RAMP B
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 104.060,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "on" structure: US 1,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 32,570 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,741 (year 2041),  Design Load: HS 20,  Features Intersected: I-95 & Ramps; NJ4 Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.060,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.06m (65.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $11,000,  Total Project Cost: $32,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 206184,  Location: 0.58 MI WEST OF US 9W (Lat: 40.865561,  Lng: -73.974381),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 45,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,382 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-95 EXP & I-95 SB LOCAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 16.415,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( 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: 206185,  Location: 0.58 MI WEST OF US 9W (Lat: 40.864581,  Lng: -73.974700),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 45,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,382 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-95 NB LOCAL LANES
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.043,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.8m (183.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( 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: 206186,  Location: 0.5 MI WEST OF GWB (Lat: 40.860669,  Lng: -73.974361),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 45,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,382 (year 2040),  Design Load: HS 20,  Features Intersected: I-95 SB LOCAL&RAMPS F&G
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.043,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( 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: 206187,  Location: 0.5 MI WEST OF GWB (Lat: 40.858400,  Lng: -73.975850),  Route carried "on" structure: State highway 4,  Year Built: 1930,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 45,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,382 (year 2040),  Features Intersected: I-95 RAMP L
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 17.188,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $4,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20915,  Location: 0.62 MI W of GWB (Lat: 40.857061,  Lng: -73.974200),  Route carried "on" structure: US 9W,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 26,563 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,407 (year 2040),  Design Load: HS 20,  Features Intersected: I-95, US1, 9 & 46 & NJ 4
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.080,  Lanes on structure: 5,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.87m (45.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 209152,  Location: 0.6 MI NORTH OF I 95 JCT (Lat: 40.861119,  Lng: -73.964331),  Route carried "on" structure: US 9W,  Year Built: 1931,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 26,563 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,407 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 67 SB (LEMOINE AVE.)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.062,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 81.6 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3800002,  Location: AT 95 & 278 INTERSECTION (Lat: 40.642889,  Lng: -74.208050),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,391 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,239 (year 2040),  Design Load: HS 20,  Features Intersected: I-278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: Toll bridge,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800004,  Location: 0.65 MI W OF GEO WASH BR (Lat: 40.856200,  Lng: -73.972639),  Route carried "on" structure: City street 29,  Year Built: 1931,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 12,184 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,090 (year 2041),  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.826,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  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: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3800005,  Location: 0.55 MI W OF GEO WASH BR (Lat: 40.854861,  Lng: -73.970769),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 12,179 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,090 (year 2041),  Features Intersected: I-95,  Facility Carried by Structure: CENTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800006,  Location: .55 MI W OF GEO WASH BR (Lat: 40.855431,  Lng: -73.969989),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 3,980 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,300 (year 2041),  Features Intersected: NONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.952,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3800007,  Location: .55 MI W OF GEO WASH BR (Lat: 40.855100,  Lng: -73.970331),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,265 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,700 (year 2041),  Features Intersected: NONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.952,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3800008,  Location: 0.4 MI. WEST OF GW BRIDGE (Lat: 40.854169,  Lng: -73.970039),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 22,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,100 (year 2041),  Features Intersected: PA ADM PARKING GARAGE,  Facility Carried by Structure: BRUCE REYNOLDS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800009,  Location: 0.38 MI W OF GEO WASH BR (Lat: 40.854100,  Lng: -73.968411),  Route carried "on" structure: State highway 67,  Year Built: 1931,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 24,388 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,300 (year 2041),  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 4,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 380001,  Location: 0.35 MI W OF GEO WASH BR (Lat: 40.854831,  Lng: -73.966700),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 24,347 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,200 (year 2041),  Features Intersected: I-95 SB(LOWER LEVEL WB),  Facility Carried by Structure: HUDSON ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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 corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800011,  Location: 0.35 MI W OF GEO WASH BR (Lat: 40.853900,  Lng: -73.967081),  Route carried "on" structure: Ramp City street 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 19,717 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,100 (year 2041),  Design Load: HS 20,  Features Intersected: I-95 NB (LOWER LEVEL EB),  Facility Carried by Structure: HUDSON ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800013,  Location: 0.25 MI W OF GEO WASH BR (Lat: 40.854431,  Lng: -73.964769),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 7,916 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,500 (year 2041),  Features Intersected: I-95 SB (LOWER LEVEL WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3800014,  Location: 0.15 MI W OF GEO WASH BR (Lat: 40.853461,  Lng: -73.963939),  Route carried "on" structure: County highway 505,  Year Built: 1964,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 11,730 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,490 (year 2041),  Design Load: HS 20,  Features Intersected: I-95 NB (LOWER LEVEL EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.102,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800015,  Location: 0.15 MI W OF GEO WASH BR (Lat: 40.854111,  Lng: -73.963611),  Route carried "on" structure: County highway 505,  Year Built: 1964,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 11,735 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,500 (year 2041),  Features Intersected: I-95 SB(LOWER LEVEL WB),  Facility Carried by Structure: HUDSON TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.183,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800016,  Location: 0.15 MI W OF GEO WASH BR (Lat: 40.853681,  Lng: -73.964061),  Route carried "on" structure: Interstate 95,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 229,806 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 303,500 (year 2041),  Features Intersected: HUDSON TERRACE (RT 505)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 124.563,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3800018,  Location: 0.1 MI. W OF GEO.WASH. BR (Lat: 40.853300,  Lng: -73.962611),  Route carried "on" structure: Interstate 95,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 265,853 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 351,100 (year 2041),  Features Intersected: I-95 TUNNELS
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 124.644,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 117.3m (384.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 380007,  Location: 2.81 MI S OF INT. 14 (Lat: 40.670000,  Lng: -74.178669),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 18,444 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,848 (year 2040),  Design Load: HS 20,  Features Intersected: NJTPK&RAMP TN,  Facility Carried by Structure: NORTH AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 3,  Lanes under structure: 18,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3800077,  Location: 0.1 MI WEST OF GWB (Lat: 40.854239,  Lng: -73.963150),  Route carried "on" structure: Ramp Other road 445,  Year Built: 2019,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 35,404 (year 2021),  Average Future Daily Traffic: 46,800 (year 2041),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: PIP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 15,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 3800078,  Location: 0.04 MILES SOUTH OF I-95 (Lat: 40.852931,  Lng: -73.963781),  Route carried "on" structure: Ramp Other road 445,  Year Built: 2019,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 35,404 (year 2021),  Average Future Daily Traffic: 46,800 (year 2041),  Design Load: HL 93,  Features Intersected: HUDSON TERRACE (RT 505),  Facility Carried by Structure: PIP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 78.7 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: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 3800079,  Location: 0.15 MI. WEST OF THE GWB (Lat: 40.853461,  Lng: -73.964589),  Route carried "on" structure: Ramp Other road 445,  Year Built: 2019,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 35,404 (year 2021),  Average Future Daily Traffic: 46,800 (year 2041),  Design Load: HL 93,  Features Intersected: I-95 NB (LOWER LEVEL EB),  Facility Carried by Structure: PIP RAMP TO GWB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.5 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: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 3822507,  Location: I-95 over Hudson River LL (Lat: 40.851750,  Lng: -73.951989),  Route carried "on" structure: Other road 95,  Year Built: 1962,  Status: Open,  Structure Length: 151.97m (498.59ft),  Average Daily Traffic: 288,046 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 345,655 (year 2041),  Features Intersected: 9A 9A04121108/Hudson Rvr
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 64.9m (212.9ft), Horizontal Clearance: 115.8m (379.9ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 1066.8m (3,500.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 151.97m (498.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $779,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3822508,  Location: I-95 over Hudson River UL (Lat: 40.849750,  Lng: -73.943219),  Route carried "on" structure: Other road 95,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 158.13m (518.80ft),  Average Daily Traffic: 306,177 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 404,291 (year 2041),  Features Intersected: 9A 9A04021108/Hudson Rvr
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 64.9m (212.9ft), Horizontal Clearance: 938.8m (3,080.1ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 18,  Length of Maximum Span: 1051.9m (3,451.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 158.13m (518.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $793,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 4000002,  Location: 0.2 MI. W. OF C.R. 505 (Lat: 40.861450,  Lng: -73.964161),  Route carried "on" structure: Spur Other road 445S,  Year Built: 1954,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,096 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,757 (year 2040),  Design Load: HS 20,  Features Intersected: LEMOINE AVE. (NJ RT. 67),  Facility Carried by Structure: PIP SPUR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4000003,  Location: .5 MI.NO.OF GEO.W.BRIDGE (Lat: 40.859550,  Lng: -73.960850),  Route carried "on" structure: Spur Other road 445S,  Year Built: 1954,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 24,005 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,286 (year 2040),  Design Load: HS 20,  Features Intersected: PIP SB & C.R. 505,  Facility Carried by Structure: PIP SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 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: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $10,391,000,  Roadway Improvement Cost: $1,559,000,  Total Project Cost: $16,611,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 202156,  Location: 1.7 MI WEST OF GWB (Lat: 40.851261,  Lng: -73.985500),  Route carried "under" structure: State highway 63,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 15,716 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 63 SB,  Facility Carried by Structure: US 1, 9 & 46
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.973,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 202158,  Location: 1.1 MI WEST OF GWB (Lat: 40.857931,  Lng: -73.980581),  Route carried "under" structure: County highway 56,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 25,650 (year 2020),  Truck Traffic: 4%,  Features Intersected: MAIN STREET (CR 56 III),  Facility Carried by Structure: US 1, 9 & 46
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 6.132,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 202159,  Location: 1.05 MI. West of GWB (Lat: 40.858281,  Lng: -73.978711),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,176 (year 2020),  Truck Traffic: 1%,  Features Intersected: JONES ROAD,  Facility Carried by Structure: US 1 & 9 AND 46
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 20216,  Location: 1.0 MI WEST OF GWB (Lat: 40.858319,  Lng: -73.976939),  Route carried "under" structure: State highway 4,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 45,395 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 4 EB & RAMP B,  Facility Carried by Structure: US 1 & 9 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 17.188,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 20216,  Location: 1.0 MI WEST OF GWB (Lat: 40.858319,  Lng: -73.976939),  Route carried "under" structure: Ramp State highway 4,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 11,027 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 4 EB & RAMP B,  Facility Carried by Structure: US 1 & 9 NB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 17.188,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,618 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-95 & Ramps; NJ4 Ramp B,  Facility Carried by Structure: US1&9 SB & US46 WB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 123.308,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 183,093 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-95 & Ramps; NJ4 Ramp B,  Facility Carried by Structure: US1&9 SB & US46 WB
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 123.308,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,618 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-95 & Ramps; NJ4 Ramp B,  Facility Carried by Structure: US1&9 SB & US46 WB
Minimum Vertical Clearance: 11.18m (36.68ft),  Kilometerpoint: 123.308,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 109,262 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-95 & Ramps; NJ4 Ramp B,  Facility Carried by Structure: US1&9 SB & US46 WB
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 123.308,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 202161,  Location: 0.8 MI W OF GWB TOLL (Lat: 40.858919,  Lng: -73.976600),  Route carried "under" structure: Ramp State highway 4,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,861 (year 2021),  Truck Traffic: 5%,  Features Intersected: I-95 & Ramps; NJ4 Ramp B
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 17.188,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 206184,  Location: 0.58 MI WEST OF US 9W (Lat: 40.865561,  Lng: -73.974381),  Route carried "under" structure: Interstate 95,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 129,596 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-95 EXP & I-95 SB LOCAL,  Facility Carried by Structure: NJ 4 EB & RAMP R
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 122.632,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 206184,  Location: 0.58 MI WEST OF US 9W (Lat: 40.865561,  Lng: -73.974381),  Route carried "under" structure: Interstate 95,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 129,596 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-95 EXP & I-95 SB LOCAL,  Facility Carried by Structure: NJ 4 EB & RAMP R
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 122.632,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 206184,  Location: 0.58 MI WEST OF US 9W (Lat: 40.865561,  Lng: -73.974381),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,792 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-95 EXP & I-95 SB LOCAL,  Facility Carried by Structure: NJ 4 EB & RAMP R
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 122.632,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)