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

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Structure Number: 361009S,  Location: 0.4 mi S. of GSP/33 Jct (Lat: 40.208561,  Lng: -74.098469),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 69,928 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 83,914 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SHARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.286,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.6 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: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 361013N,  Location: 0.31 MI S OF GSP&RT66 JCT (Lat: 40.213419,  Lng: -74.097433),  Route carried "on" structure: State highway 33,  Year Built: 1986,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 22,017 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,420 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GSP NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.479,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 92.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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: 361013S,  Location: 0.31 MI S OF GSP&RT66 JCT (Lat: 40.214339,  Lng: -74.099956),  Route carried "on" structure: State highway 33,  Year Built: 1986,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 24,333 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,199 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GSP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.302,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 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: 67.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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: 361015S,  Location: 0.24 MI N OF GSP&RT33 JCT (Lat: 40.217881,  Lng: -74.099200),  Route carried "on" structure: Alternate State highway 66,  Year Built: 1986,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 30,697 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,053 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GSP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 82.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 361016N,  Location: 0.34 MI N OF GSP&RT33 JCT (Lat: 40.218647,  Lng: -74.097525),  Route carried "on" structure: State highway 66,  Year Built: 1986,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 30,696 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,052 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GSP NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 79.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 361032N,  Location: 1.55 mi N. of GSP&66 Jct. (Lat: 40.239581,  Lng: -74.087075),  Route carried "on" structure: Other road GSP,  Year Built: 1986,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 83,538 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 100,980 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ASBURY AVENUE (CR 16),  Facility Carried by Structure: PARKWAY N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.004,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 361032S,  Location: 1.55 mi N. of GSP&66 Jct. (Lat: 40.240283,  Lng: -74.088106),  Route carried "on" structure: Other road GSP,  Year Built: 1983,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 83,538 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 100,980 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ASBURY AVENUE (CR 16),  Facility Carried by Structure: PARKWAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.004,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 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: 361045E,  Location: 1.57 mi. S. of 18&GSP Jct (Lat: 40.258550,  Lng: -74.081161),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 29,621 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,139 (year 2040),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: PARKWAY SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.257,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 361045I,  Location: 1.57 MI S OF 18 S GSP JCT (Lat: 40.258750,  Lng: -74.079619),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 31,620 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,556 (year 2040),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.257,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.7 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: 21.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 361045O,  Location: 1.5 mi S. of 18S&GSP Jct (Lat: 40.258789,  Lng: -74.079389),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 47,201 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 57,579 (year 2040),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: PAARKWAY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.241,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361045U,  Location: 1.75 MJ S OF NJ36&GSP JCT (Lat: 40.258531,  Lng: -74.081411),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 46,691 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,967 (year 2040),  Design Load: H 20,  Features Intersected: WEST PARK AVENUE,  Facility Carried by Structure: Parkway SBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.241,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361054E,  Location: 0.56 mi S of 18 & GSP Jct (Lat: 40.271781,  Lng: -74.079531),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 29,601 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,113 (year 2040),  Design Load: H 20,  Features Intersected: SHAFTO ROAD (CR 547),  Facility Carried by Structure: PARKWAY SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.625,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,536,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $1,996,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361054U,  Location: 0.61 MI S OF RT18S&GSP JC (Lat: 40.271722,  Lng: -74.079756),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 45,154 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,088 (year 2038),  Design Load: H 20,  Features Intersected: SHAFTO ROAD (CR 547),  Facility Carried by Structure: Parkway SBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.625,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.7 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,082,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,407,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361055I,  Location: 0.5 mi. S. of 18&GSP Jct. (Lat: 40.272153,  Lng: -74.078692),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 28,083 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,266 (year 2040),  Design Load: H 20,  Features Intersected: SHAFTO ROAD (CR 547),  Facility Carried by Structure: PARKWAY NBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.786,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,552,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,018,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361055O,  Location: 0.50 MI S OF 18&GSP JCT (Lat: 40.272400,  Lng: -74.078528),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 45,272 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,240 (year 2040),  Design Load: H 20,  Features Intersected: SHAFTO ROAD (CR 547),  Facility Carried by Structure: PARKWAY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.786,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,021,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,327,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361063T,  Location: GSP INTERCHANGE 105 (Lat: 40.283333,  Lng: -74.086261),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 7,028 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,568 (year 2040),  Design Load: H 20,  Features Intersected: GSP NBI & SBI,  Facility Carried by Structure: SB ENTR RAMP E1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.218,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: 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: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,198,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $2,036,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064A,  Location: GSP INT. 105 AT HOPE ROAD (Lat: 40.283331,  Lng: -74.088331),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 7,267 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,866 (year 2040),  Design Load: H 20,  Features Intersected: INT.105 NB EXIT RAMP E6,  Facility Carried by Structure: SB ENTR RAMP E1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $1,283,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361064O,  Location: GSP INTERCHANGE 105 (Lat: 40.283761,  Lng: -74.085669),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1954,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 21,440 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,157 (year 2040),  Features Intersected: GSP NBO,  Facility Carried by Structure: RAMPS E1 & E2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,345,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,800,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064T,  Location: GSP INT. 105 (Lat: 40.283369,  Lng: -74.086869),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 17,429 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,915 (year 2040),  Design Load: H 20,  Features Intersected: GSP NBI & SBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.878,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $475,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361064U,  Location: GSP INT. 105 (Lat: 40.283653,  Lng: -74.088711),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 11,909 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,529 (year 2040),  Design Load: H 20,  Features Intersected: GSP SBO,  Facility Carried by Structure: Ramp 105SBOX E2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.234,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $384,000,  Total Project Cost: $484,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361065O,  Location: Parkway Interchange 105 (Lat: 40.284189,  Lng: -74.085981),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 28,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,608 (year 2040),  Design Load: H 20,  Features Intersected: GSP NBO,  Facility Carried by Structure: Ramp 105NBIE E7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.395,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.5 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $550,000,  Total Project Cost: $660,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361067A,  Location: 0.54mi N. of GSP/18 Int. (Lat: 40.287875,  Lng: -74.090969),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2017,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 52,885 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,461 (year 2040),  Design Load: HL 93,  Features Intersected: PINE BROOK RD & CRR-NJ,  Facility Carried by Structure: INT. 105 RAMP I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.862,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361067E,  Location: 0.61 mi N of GSP&18 Int. (Lat: 40.288331,  Lng: -74.090000),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 29,969 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,963 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CRR-NJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.862,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.6 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 361067U,  Location: 0.61mi N. of GSP/18 Int. (Lat: 40.288000,  Lng: -74.091000),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 63,462 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 76,153 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CRR-NJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.862,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361068I,  Location: 0.61 mi N. of GSP/18 Jnct (Lat: 40.288561,  Lng: -74.089669),  Route carried "on" structure: Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 38,782 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,538 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CRR-NJ,  Facility Carried by Structure: PARKWAY NBI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.862,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 361068O,  Location: 0.61 mi N. of GSP/18 Juct (Lat: 40.288881,  Lng: -74.089161),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 56,210 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,452 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK RD & CRR-NJ,  Facility Carried by Structure: PARKWAY NBO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.862,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.0 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: 36.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361075T,  Location: 1.37 mi N. of GSP/18 Jct. (Lat: 40.299575,  Lng: -74.092594),  Route carried "on" structure: County highway 537,  Year Built: 1972,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 7,708 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,405 (year 2040),  Design Load: H 20,  Features Intersected: GSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.083,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 19.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,072,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361083T,  Location: 2.16 mi. N. of 18/GSP jct (Lat: 40.310850,  Lng: -74.095131),  Route carried "on" structure: County highway 13A,  Year Built: 1972,  Status: Open,  Structure Length: 14.69m (48.20ft),  Average Daily Traffic: 16,277 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,596 (year 2040),  Design Load: H 20,  Features Intersected: GARDEN STATE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.69m (48.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $1,000,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361087E,  Location: 2.52 mi. N of GSP/18N Int (Lat: 40.315961,  Lng: -74.097611),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 25,178 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,172 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.936,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361087I,  Location: 4.5 MI N OF GSP&RT36 JCT (Lat: 40.316217,  Lng: -74.097119),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 34,395 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,304 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.936,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361087O,  Location: 4.5 MI N OF GSP&RT36 JCT (Lat: 40.316197,  Lng: -74.096789),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 49,628 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 59,511 (year 2038),  Design Load: H 20,  Features Intersected: PINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.936,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361087U,  Location: 2.52 mi. N of GSP/18N Jct (Lat: 40.315811,  Lng: -74.097889),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 59,304 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 71,163 (year 2040),  Design Load: H 20,  Features Intersected: PINE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.936,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361093I,  Location: 3.18 MI S of GSP/18 JCT (Lat: 40.324875,  Lng: -74.098153),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 34,099 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,912 (year 2040),  Design Load: H 20,  Features Intersected: SWIMMING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361093O,  Location: 3.18 mi. N of GSP/18 JCT. (Lat: 40.324881,  Lng: -74.097931),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 49,654 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 59,578 (year 2040),  Design Load: H 20,  Features Intersected: SWIMMING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.901,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130815,  Location: NJ 34 & 33 JCT (Lat: 40.227081,  Lng: -74.145431),  Route carried "under" structure: State highway 33,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 19,427 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 33 WB,  Facility Carried by Structure: NJ 34 SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 55.957,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 1308156,  Location: 0.94 MI S OF RTE 537 JCT (Lat: 40.274289,  Lng: -74.167839),  Route carried "under" structure: State highway 18,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 44,505 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 18,  Facility Carried by Structure: NJ 34 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 30.610,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1308157,  Location: 3.3 MI.S.OF 18-537 INTER. (Lat: 40.274181,  Lng: -74.168061),  Route carried "under" structure: State highway 18,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 44,505 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 18,  Facility Carried by Structure: NJ 34 SB
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 30.610,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1318153,  Location: 0.34 N of GSP (Lat: 40.220800,  Lng: -74.092439),  Route carried "under" structure: State highway 66,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 26,965 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE 66,  Facility Carried by Structure: VICTORIA BOULEVARD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 132315,  Location: 0.2 MILES NORTH OF GSP (Lat: 40.280711,  Lng: -74.088469),  Route carried "under" structure: County highway 38,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,240 (year 2019),  Truck Traffic: 4%,  Features Intersected: WAYSIDE ROAD,  Facility Carried by Structure: NJ 18 SOUTHBOUND
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.269,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)