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

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Structure Number: 20215,  Location: 1 MI SO OF GEORGE WASH BR (Lat: 40.890556,  Lng: -73.994444),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 55,981 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,373 (year 2026),  Features Intersected: EAST HOMESTEAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.662,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 202151,  Location: 2 MI SW OF GW BRIDGE (Lat: 40.843333,  Lng: -73.993333),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 50,049 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 70,069 (year 2026),  Features Intersected: EAST BRINCKERHOFF AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.855,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2004),  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: 202152,  Location: 2.2 MI W OF GEO.WASH.BRI. (Lat: 40.845000,  Lng: -73.991667),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 50,048 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 70,067 (year 2026),  Features Intersected: EAST CENTRAL BLVD(CR501)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.016,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2004),  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: 202153,  Location: 2.1 MI W OF GEORGE WASH B (Lat: 40.846667,  Lng: -73.991667),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 50,048 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 70,067 (year 2026),  Features Intersected: PALISADES BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.209,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 202154,  Location: 1.9 MI W OF GEO WASH BRI (Lat: 40.848333,  Lng: -73.988056),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 50,045 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 70,069 (year 2026),  Features Intersected: EAST EDSALL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.531,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2004),  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: 202155,  Location: 1.8 MI.W.OF GEO WASH BRI (Lat: 40.850150,  Lng: -73.986633),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 50,054 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,064 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OAKDENE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.741,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Roadway Improvement Cost: $150,000,  Total Project Cost: $190,000 ( Estimate for 2004),  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: 20715,  Location: 0.44 MI WEST OF RT. 63 (Lat: 40.840000,  Lng: -73.995000),  Route carried "on" structure: State highway 5,  Year Built: 1924,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 15,400 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,600 (year 2026),  Features Intersected: DELIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 3,  Lanes under 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: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $8,111,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 207151,  Location: 0.5 MI WEST OF RT 63 (Lat: 40.839931,  Lng: -73.992639),  Route carried "on" structure: State highway 5,  Year Built: 1923,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,700 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,500 (year 2026),  Features Intersected: PUBLIC SERVICE RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $6,801,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222153,  Location: 0.83MI EAST OF NJTPK JCT (Lat: 40.842878,  Lng: -74.001439),  Route carried "on" structure: US 1,  Year Built: 1929,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 4,183 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,104 (year 2027),  Features Intersected: U.S. ROUTE 46,  Facility Carried by Structure: BROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.067,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222154,  Location: 0.7MI.E.OF OVERPECK CREEK (Lat: 40.841758,  Lng: -73.999344),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,122 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,908 (year 2027),  Features Intersected: USROUTE RT 46,  Facility Carried by Structure: ROFF AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20215,  Location: 1 MI SO OF GEORGE WASH BR (Lat: 40.890556,  Lng: -73.994444),  Route carried "under" structure: City street 1,  Year Built: 1930,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 6,867 (year 2006),  Truck Traffic: 1%,  Features Intersected: EAST HOMESTEAD AVENUE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 202151,  Location: 2 MI SW OF GW BRIDGE (Lat: 40.843333,  Lng: -73.993333),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,341 (year 2006),  Truck Traffic: 1%,  Features Intersected: EAST BRINCKERHOFF AVENUE,  Facility Carried by Structure: ROUTES US 1&9&46
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 202152,  Location: 2.2 MI W OF GEO.WASH.BRI. (Lat: 40.845000,  Lng: -73.991667),  Route carried "under" structure: County highway 501,  Year Built: 1930,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 8,531 (year 2006),  Truck Traffic: 3%,  Features Intersected: EAST CENTRAL BLVD(CR501),  Facility Carried by Structure: ROUTES US 1&9&46
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 202153,  Location: 2.1 MI W OF GEORGE WASH B (Lat: 40.846667,  Lng: -73.991667),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,367 (year 2006),  Truck Traffic: 4%,  Features Intersected: PALISADES BOULEVARD,  Facility Carried by Structure: ROUTES US 1&9&46
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.451,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 202154,  Location: 1.9 MI W OF GEO WASH BRI (Lat: 40.848333,  Lng: -73.988056),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 7,855 (year 2006),  Truck Traffic: 1%,  Features Intersected: EAST EDSALL BOULEVARD,  Facility Carried by Structure: ROUTES US 1&9&46
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 202155,  Location: 1.8 MI.W.OF GEO WASH BRI (Lat: 40.850150,  Lng: -73.986633),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,610 (year 2006),  Truck Traffic: 1%,  Features Intersected: OAKDENE AVENUE,  Facility Carried by Structure: RTS US 1,9 & 46
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 20715,  Location: 0.44 MI WEST OF RT. 63 (Lat: 40.840000,  Lng: -73.995000),  Route carried "under" structure: City street ,  Year Built: 1924,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 250 (year 2006),  Features Intersected: DELIA AVENUE,  Facility Carried by Structure: NEW JERSEY ROUTE 5
Minimum Vertical Clearance: 3.25m (10.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 222153,  Location: 0.83MI EAST OF NJTPK JCT (Lat: 40.842878,  Lng: -74.001439),  Route carried "under" structure: US 46,  Year Built: 1929,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 47,038 (year 2007),  Truck Traffic: 4%,  Features Intersected: U.S. ROUTE 46,  Facility Carried by Structure: BROAD AVENUE
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 115.615,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 222154,  Location: 0.7MI.E.OF OVERPECK CREEK (Lat: 40.841758,  Lng: -73.999344),  Route carried "under" structure: US 46,  Year Built: 1931,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 47,038 (year 2007),  Truck Traffic: 4%,  Features Intersected: USROUTE RT 46,  Facility Carried by Structure: ROFF AVE.
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 115.841,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)