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

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Structure Number: 1204153,  Location: 0.30 MI SOUTH OF US 9 JCT (Lat: 40.559981,  Lng: -74.303319),  Route carried "on" structure: US 1,  Year Built: 2006,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 62,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,494 (year 2040),  Design Load: HL 93,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.051,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.3 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: 44.4 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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1204155,  Location: 0.53 MI S OF NJ 35 JCT (Lat: 40.564769,  Lng: -74.297819),  Route carried "on" structure: US 1,  Year Built: 2002,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 68,906 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 84,080 (year 2040),  Design Load: HL 93,  Features Intersected: US 9 SOUTHBOUND
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 57.759,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.0 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: 44.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 120515,  Location: 0.5 MI N OF US1-US9 JCT (Lat: 40.571319,  Lng: -74.292831),  Route carried "on" structure: US 1,  Year Built: 2008,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 73,760 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.612,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121015,  Location: 0.8 MI SOUTH OF RT 1 JCT. (Lat: 40.549950,  Lng: -74.290931),  Route carried "on" structure: US 9,  Year Built: 1937,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 79,255 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,106 (year 2040),  Design Load: HL 93,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.599,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210151,  Location: 0.52 Mi. N. of NJ TPK Jct (Lat: 40.551811,  Lng: -74.290969),  Route carried "on" structure: US 9,  Year Built: 1937,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 79,272 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,127 (year 2040),  Design Load: H 20,  Features Intersected: METUCHEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.809,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $88,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1210152,  Location: 1.76 mi N of NJ 184 (Lat: 40.558539,  Lng: -74.294689),  Route carried "on" structure: US 9,  Year Built: 1937,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 20,495 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,595 (year 2041),  Design Load: H 20,  Features Intersected: CR 604 (Green St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.597,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1210154,  Location: 0.3 mi S of US 1 (Lat: 40.561439,  Lng: -74.296631),  Route carried "on" structure: US 9,  Year Built: 1937,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 26,190 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,430 (year 2041),  Design Load: HL 93,  Features Intersected: CR 604 WB (Green St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 55.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121B001,  Location: 0.32 miles north of CR604 (Lat: 40.578139,  Lng: -74.214731),  Route carried "on" structure: County highway 602,  Year Built: 1978,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 18,539 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,621 (year 2041),  Design Load: HS 20,  Features Intersected: NOES CREEK,  Facility Carried by Structure: ROOSEVELT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121B007,  Location: 0.66 miles north of CR604 (Lat: 40.569819,  Lng: -74.259081),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,891 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,968 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BLAIR RD/WOODBRIDGE CRK,  Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 121B017,  Location: 0.3 MI. E. OF RAHWAY AVE. (Lat: 40.562731,  Lng: -74.268831),  Route carried "on" structure: County highway 604,  Year Built: 1988,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 19,491 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,783 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: /WOODBRIDGE CREEK,  Facility Carried by Structure: PORT READING AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.282,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121B018,  Location: 1.4 MILES EAST OF RTE 1&9 (Lat: 40.562611,  Lng: -74.276281),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 947 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,136 (year 2041),  Design Load: HS 20,  Features Intersected: WEDGEWOOD BROOK,  Facility Carried by Structure: RIDGEDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121B019,  Location: 0.02 mile west of CR 514 (Lat: 40.564631,  Lng: -74.273931),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 807 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 968 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEDGEWOOD BROOK,  Facility Carried by Structure: WEDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121B02,  Location: 1.0 MI NORTH OF RT 35 JCT (Lat: 40.564950,  Lng: -74.273150),  Route carried "on" structure: County highway 514,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,007 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,871 (year 2041),  Design Load: HS 20,  Features Intersected: WEDGEWOOD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.550,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121B044,  Location: 0.4 MILE EAST OF ROUTE 35 (Lat: 40.556681,  Lng: -74.276450),  Route carried "on" structure: County highway 514,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,006 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,867 (year 2041),  Features Intersected: HEARDS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.568,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 121B045,  Location: 1 MILE NORTH OF I-95 (Lat: 40.556089,  Lng: -74.278311),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,336 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,850 (year 2041),  Features Intersected: HEARDS BROOK,  Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 121B046,  Location: 0.4 MILE EAST OF ROUTE 35 (Lat: 40.556131,  Lng: -74.280319),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 833 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,017 (year 2041),  Design Load: HS 20,  Features Intersected: HEARDS BROOK,  Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121B047,  Location: 0.2 MILE WEST OF ROUTE 35 (Lat: 40.555431,  Lng: -74.285931),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 765 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 934 (year 2041),  Design Load: HS 20,  Features Intersected: HEARDS BROOK,  Facility Carried by Structure: ELMWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121B504,  Location: 0.4 MI WEST OF US 9 JCT (Lat: 40.546531,  Lng: -74.297700),  Route carried "on" structure: County highway 514,  Year Built: 2003,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 20,164 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,600 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WOODBRIDGE CTR DR.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 54.348,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1254164,  Location: 0.4MI NW OF US9&NJ440 JCT (Lat: 40.523931,  Lng: -74.305869),  Route carried "on" structure: County highway 629,  Year Built: 1983,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,592 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PERTH AMBOY BRCH (ABDND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1260164,  Location: .3 MI EAST OF NJ 35 (Lat: 40.544250,  Lng: -74.271819),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 440 (year 2040),  Design Load: H 20,  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: CUTTERS DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $4,199,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361287N,  Location: .75 MI N OF GSP&RT440 JCT (Lat: 40.529967,  Lng: -74.298064),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 76,297 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 93,097 (year 2041),  Design Load: H 20,  Features Intersected: US ROUTE 9 (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.123,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 7 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.6 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: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M09102A,  Location: 0.25 MI W OF ROUTE 9 (Lat: 40.543797,  Lng: -74.294281),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 40,700 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,900 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK INTER.11 RAMP TSO,  Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.467,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09113,  Location: .9 MI E RTE 444 & NJ TPK (Lat: 40.543519,  Lng: -74.291600),  Route carried "on" structure: US 9,  Year Built: 1951,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 70,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,000 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK NSI-SNI-SNO RWYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.859,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 31.8 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: 24.6 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: 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,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M09115S,  Location: .9 MI E RTE 444 & NJ TPK (Lat: 40.545000,  Lng: -74.291667),  Route carried "on" structure: Interstate 95,  Year Built: 1951,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 47,447 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 57,894 (year 2041),  Design Load: HS 20,  Features Intersected: US RTE 9,  Facility Carried by Structure: NJ TPK NSO RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.692,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 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 or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 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: 44.7 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: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09132A,  Location: 1.1 MI E RTE 444 & NJ TPK (Lat: 40.543333,  Lng: -74.288333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 20,072 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 24,492 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJTPK INT.11 R.N0T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.965,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.1 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: 40.8 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: 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,  Membrane: Epoxy

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Structure Number: M09136A,  Location: 1.15 MI E RT. 444 & NJTPK (Lat: 40.545533,  Lng: -74.286153),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 25.09m (82.32ft),  Average Daily Traffic: 24,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK NSI-SNI-SNO RWYS,  Facility Carried by Structure: NJTPK INT.11 R.NIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.965,  Lanes on structure: 2,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: M09137A,  Location: 1.2 MI E RTE 444 & NJ TPK (Lat: 40.545000,  Lng: -74.286667),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 22,695 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,234 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE SNO RWY,  Facility Carried by Structure: NJTPK INT.11 R.TNI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.965,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 24.9 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: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: M09189,  Location: 1.65 MI E RT 444 & NJ TPK (Lat: 40.548333,  Lng: -74.280000),  Route carried "on" structure: State highway 35,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 30,275 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,330 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.999,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.6 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: 27.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M09208W,  Location: 1.8 MI E RTE.444 & NJ TPK (Lat: 40.551528,  Lng: -74.276639),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,571 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,918 (year 2041),  Design Load: H 20,  Features Intersected: LEGION PLACE,  Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: M09211A,  Location: 1.86 MI E RT.444 & NJ TPK (Lat: 40.550853,  Lng: -74.275661),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1991,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 420 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ TPK MP 92 U-TRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.253,  Lanes on structure: 2,  Lanes under structure: 14,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $318,000 ( Estimate for 2017),  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: M09251,  Location: 0.6 MI NORTH OF NJ 35 (Lat: 40.553333,  Lng: -74.270000),  Route carried "on" structure: County highway 652,  Year Built: 1970,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 7,470 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,113 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TPK RWYS & RAMPS,  Facility Carried by Structure: WOODBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.1 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: 40.8 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M09265N,  Location: 2.4 MI E RTE 444 & NJTPK (Lat: 40.556667,  Lng: -74.268333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 54,353 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 66,309 (year 2041),  Design Load: H 20,  Features Intersected: WOODBRIDGE RIVER,  Facility Carried by Structure: NJTPK SNI ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.090,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09265S,  Location: 2.4 MI E RTE 444 & NJTPK (Lat: 40.556667,  Lng: -74.268333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 53,278 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 65,009 (year 2041),  Design Load: HS 20,  Features Intersected: WOODBRIDGE RIVER,  Facility Carried by Structure: NJTPK NSI RDWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.090,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: MN9265N,  Location: 2.4 MI E RTE 444 & NJTPK (Lat: 40.556667,  Lng: -74.268333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 54,343 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 66,309 (year 2041),  Design Load: HS 20,  Features Intersected: WOODBRIDGE RIVER,  Facility Carried by Structure: NJTPK SNO&RMP SOSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.090,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 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: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.9 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: 57.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: MS9265S,  Location: 2.4 MI E RTE 444 & NJTPK (Lat: 40.556667,  Lng: -74.268333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 53,278 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,009 (year 2041),  Design Load: HS 20,  Features Intersected: WOODBRIDGE RIVER,  Facility Carried by Structure: NJTPK NSO&RMP SASO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.090,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 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: 55.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1204155,  Location: 0.53 MI S OF NJ 35 JCT (Lat: 40.564769,  Lng: -74.297819),  Route carried "under" structure: US 9,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 26,810 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 9 SOUTHBOUND,  Facility Carried by Structure: US 1 NORTHBOUND
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 219.273,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 120515,  Location: 0.5 MI N OF US1-US9 JCT (Lat: 40.571319,  Lng: -74.292831),  Route carried "under" structure: State highway 35,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 31,840 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 35,  Facility Carried by Structure: US 1&9
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 90.896,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 121015,  Location: 0.8 MI SOUTH OF RT 1 JCT. (Lat: 40.549950,  Lng: -74.290931),  Route carried "under" structure: County highway 514,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 22,716 (year 2020),  Truck Traffic: 4%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: US RT 9
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 54.814,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1210151,  Location: 0.52 Mi. N. of NJ TPK Jct (Lat: 40.551811,  Lng: -74.290969),  Route carried "under" structure: City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 319 (year 2020),  Truck Traffic: 1%,  Features Intersected: METUCHEN AVENUE,  Facility Carried by Structure: US ROUTE 9
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1210152,  Location: 1.76 mi N of NJ 184 (Lat: 40.558539,  Lng: -74.294689),  Route carried "under" structure: County highway 604,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 10,025 (year 2021),  Truck Traffic: 3%,  Features Intersected: CR 604 (Green St),  Facility Carried by Structure: US 9 NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 8.530,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1210154,  Location: 0.3 mi S of US 1 (Lat: 40.561439,  Lng: -74.296631),  Route carried "under" structure: County highway 604,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 11,935 (year 2021),  Truck Traffic: 3%,  Features Intersected: CR 604 WB (Green St),  Facility Carried by Structure: US 9 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 8.803,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 121B504,  Location: 0.4 MI WEST OF US 9 JCT (Lat: 40.546531,  Lng: -74.297700),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 15,858 (year 2021),  Truck Traffic: 4%,  Features Intersected: WOODBRIDGE CTR DR.,  Facility Carried by Structure: MAIN ST. (CR 514)
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)