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

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Structure Number: 1400082,  Location: .05 MI EAST OF RT 202 (Lat: 40.904211,  Lng: -74.420133),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,680 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,615 (year 2027),  Features Intersected: ABANDONED MORRIS CANAL,  Facility Carried by Structure: MORRIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 1400083,  Location: .30 MI NW OF CO.RT.511 (Lat: 40.902906,  Lng: -74.410525),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 4,680 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,615 (year 2027),  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: MORRIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 1400085,  Location: 0.46 MI N of I-287 (Lat: 40.889017,  Lng: -74.410783),  Route carried "on" structure: US 202,  Year Built: 2005,  Status: Open,  Structure Length: 21.94m (71.98ft),  Average Daily Traffic: 5,404 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,485 (year 2027),  Design Load: HS 25,  Features Intersected: Jersey City Reservoir
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.293,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Underwater Inspection Date: November 2005,  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: 1400086,  Location: 0.43 MI West of CR 511 (Lat: 40.907767,  Lng: -74.418917),  Route carried "on" structure: County highway 624,  Year Built: 1974,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 21,760 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,112 (year 2027),  Design Load: HS 20,  Features Intersected: Rockaway River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Underwater Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1400268,  Location: Near Jct. of Vreeland Ave (Lat: 40.899367,  Lng: -74.387533),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,584 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,301 (year 2027),  Features Intersected: Rockaway River,  Facility Carried by Structure: Greenbank Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 142016,  Location: 2.8 MI NORTH OF I-80 JCT (Lat: 40.901667,  Lng: -74.410000),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 35,000 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,000 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.147,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1420161,  Location: 2.4 MI. NO. OF I-287&46 (Lat: 40.901667,  Lng: -74.410000),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 38,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,900 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.147,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1420162,  Location: 2.4 MI NO OF JCT 46 (Lat: 40.902150,  Lng: -74.409450),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,060 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,284 (year 2026),  Design Load: HS 20,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: MYRTLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1420163,  Location: 2.0 MI S OF RT 202 JCT (Lat: 40.902950,  Lng: -74.407633),  Route carried "on" structure: US 202,  Year Built: 1962,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,473 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,568 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.275,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1420164,  Location: 1.5 MI SOUTH OF US202 (Lat: 40.906667,  Lng: -74.400000),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 42,000 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WOOTEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.241,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1420165,  Location: 1.5 MI S OF RT202 JCT (Lat: 40.906667,  Lng: -74.400000),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 24,898 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,857 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WOOTTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.241,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 1420166,  Location: 1.4 MI S OF RT 202 JCT (Lat: 40.910000,  Lng: -74.396667),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 34,986 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,983 (year 2026),  Design Load: HS 20,  Features Intersected: VREELAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.515,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2006,  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: 1420167,  Location: 0.73 MI. N. of Intch. 44 (Lat: 40.907933,  Lng: -74.395456),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 41,665 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,998 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: Vreeland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.515,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 43.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  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: 1420163,  Location: 2.0 MI S OF RT 202 JCT (Lat: 40.902950,  Lng: -74.407633),  Route carried "under" structure: Interstate 287,  Year Built: 1962,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 69,908 (year 2006),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: MAIN ST (US 202)
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 7.234,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1420164,  Location: 1.5 MI SOUTH OF US202 (Lat: 40.906667,  Lng: -74.400000),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 9,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: WOOTEN STREET,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 1420165,  Location: 1.5 MI S OF RT202 JCT (Lat: 40.906667,  Lng: -74.400000),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,100 (year 2006),  Truck Traffic: 4%,  Features Intersected: WOOTTON STREET,  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 1420166,  Location: 1.4 MI S OF RT 202 JCT (Lat: 40.910000,  Lng: -74.396667),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,809 (year 2006),  Truck Traffic: 3%,  Features Intersected: VREELAND AVENUE,  Facility Carried by Structure: ROUTE I-287 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 1420167,  Location: 0.73 MI. N. of Intch. 44 (Lat: 40.907933,  Lng: -74.395456),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,197 (year 2007),  Truck Traffic: 3%,  Features Intersected: Vreeland Avenue,  Facility Carried by Structure: Route I-287 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)