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

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Structure Number: 20015G,  Location: adjacent to NJ RTE 4 (Lat: 40.874583,  Lng: -73.975556),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 557 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 696 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FLAT ROCK BROOK,  Facility Carried by Structure: WALTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20049B,  Location: 1 MILE EAST OF INT 95 (Lat: 40.827222,  Lng: -74.005278),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,124 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,405 (year 2026),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: ELITE COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: 20049C,  Location: 1 MILE EAST OF 95 (Lat: 40.828611,  Lng: -74.004167),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 536 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 670 (year 2026),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: HAMILTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 201151,  Location: 1.7 MI S OF 1+9-46 JCT (Lat: 40.824083,  Lng: -74.008550),  Route carried "on" structure: US 1,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 29,925 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,910 (year 2026),  Design Load: H 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.685,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $329,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222151,  Location: .13MILE WEST OF 93 JCT (Lat: 40.844056,  Lng: -74.007153),  Route carried "on" structure: US 46,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 81,840 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 99,860 (year 2026),  Features Intersected: ERIE LACKAWANNA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.116,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 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: 19.2m (63.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222152,  Location: 0.34MI.EAST OVERPECK CRK (Lat: 40.843500,  Lng: -74.004800),  Route carried "on" structure: US 46,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 78,287 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,617 (year 2027),  Features Intersected: GRAND AVENUE (RT.NJ 93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.310,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 223151,  Location: 0.2MI South of Rt.46/1&9 (Lat: 40.836667,  Lng: -73.991667),  Route carried "on" structure: State highway 63,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 21,827 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,192 (year 2026),  Features Intersected: ROUTE NJ 5,WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  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: 15.5m (50.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Total Project Cost: $1,000 ( Estimate for 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: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833333,  Lng: -74.011667),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 20,086 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,449 (year 2024),  Design Load: H 20,  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E11672A,  Location: 2 MI N HACKENSACK RIVER (Lat: 40.846667,  Lng: -74.016667),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 30.94m (101.51ft),  Average Daily Traffic: 43,771 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 59,091 (year 2025),  Design Load: HS 20,  Features Intersected: NJ TPK SB-E & E-80 RDWY,  Facility Carried by Structure: NJ TPK NB WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.778,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 75.6m (248.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2007,  Critical Feature Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E11674A,  Location: 2.1 MI N HACKENSACK RIVER (Lat: 40.848333,  Lng: -74.015000),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 37.95m (124.51ft),  Average Daily Traffic: 21,885 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,545 (year 2025),  Design Load: HS 20,  Features Intersected: NJ TPK RWY SB-EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.923,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 61.6m (202.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable 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: April 2007,  Critical Feature Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E11680N,  Location: 1.0 MI N HACKENSACK RIVER (Lat: 40.831667,  Lng: -74.021667),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 16,305 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,012 (year 2025),  Design Load: HS 20,  Features Intersected: BERGEN COUNTY TRUNK SEWE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.955,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I11763B,  Location: 0.1 MI E OF 46 INTERSECT (Lat: 40.846667,  Lng: -74.016667),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 5,410 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,032 (year 2026),  Design Load: HS 20,  Features Intersected: US ROUTE 46,  Facility Carried by Structure: NJTPK RAMP TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M11716,  Location: 3.0 MI SO OF RT 46 INTER (Lat: 40.838333,  Lng: -74.020000),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 73,424 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,443 (year 2026),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: NJ TURNPIKE TOLLWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.551,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: April 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M11716N,  Location: 1.4 MI N HACKENSACK RIVER (Lat: 40.838333,  Lng: -74.018333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 52,850 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 71,348 (year 2025),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.567,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 60 months,  Inspection Date: May 2007,  Underwater Inspection Date: August 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M11716S,  Location: 1.4 MI N HACKENSACK RIVER (Lat: 40.838333,  Lng: -74.020000),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 74,994 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 104,241 (year 2025),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: NJ TPK NS-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.551,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2007,  Underwater Inspection Date: August 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M1172,  Location: 1.5 MI N HACKENSACK RIVER (Lat: 40.840000,  Lng: -74.018333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 71,946 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 87,774 (year 2026),  Design Load: HS 20,  Features Intersected: UTILITY TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.551,  Lanes on structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M11720N,  Location: 1.5 MI N HACKENSACK RIVER (Lat: 40.840000,  Lng: -74.018333),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 49,574 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,490 (year 2027),  Design Load: HS 20,  Features Intersected: UTILITY TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.615,  Lanes on structure: 3,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: Monolithic Concrete

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Structure Number: M11720S,  Location: 1.5 MI N HACKENSACK RIVER (Lat: 40.840000,  Lng: -74.018333),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 36,452 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,478 (year 2027),  Design Load: HS 20,  Features Intersected: UTILITY TUNNEL
Minimum Vertical Clearance: 0.31m (1.02ft),  Kilometerpoint: 188.615,  Lanes on structure: 3,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: Monolithic Concrete

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.830000,  Lng: -74.025000),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 35.88m (117.72ft),  Average Daily Traffic: 96,841 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 130,735 (year 2025),  Design Load: HS 20,  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.737,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 66.1m (216.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.60m (120.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $20,400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $25,600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W11636S,  Location: 1.6 MI N HACKENSACK RIVER (Lat: 40.841667,  Lng: -74.018333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 22,700 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 30,650 (year 2025),  Design Load: HS 20,  Features Intersected: BERGEN COUNTY TRUNK SEWE,  Facility Carried by Structure: NJ TPK 80-W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 10 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: 9.0m (29.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222152,  Location: 0.34MI.EAST OVERPECK CRK (Lat: 40.843500,  Lng: -74.004800),  Route carried "under" structure: State highway 93,  Year Built: 1930,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 24,080 (year 2007),  Truck Traffic: 4%,  Features Intersected: GRAND AVENUE (RT.NJ 93),  Facility Carried by Structure: US ROUTE 46
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 1.046,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 223151,  Location: 0.2MI South of Rt.46/1&9 (Lat: 40.836667,  Lng: -73.991667),  Route carried "under" structure: State highway 5,  Year Built: 1931,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 17,536 (year 2005),  Truck Traffic: 4%,  Features Intersected: ROUTE NJ 5,WOLF CREEK,  Facility Carried by Structure: RT NJ 63
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833333,  Lng: -74.011667),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 107 (year 2004),  Truck Traffic: 4%,  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 25116,  Location: 0.1 MI WEST OF RT 1&9 JCT (Lat: 40.833333,  Lng: -74.011667),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 530 (year 2004),  Features Intersected: NORTHERN RUNNING TRACK,  Facility Carried by Structure: HENDRICKS CAUSEWAY
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: E11672A,  Location: 2 MI N HACKENSACK RIVER (Lat: 40.846667,  Lng: -74.016667),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 30.94m (101.51ft),  Average Daily Traffic: 38,671 (year 2005),  Truck Traffic: 15%,  Features Intersected: NJ TPK SB-E & E-80 RDWY,  Facility Carried by Structure: NJ TPK NB WEST
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 114.778,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.6m (248.0ft)

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Structure Number: E11672A,  Location: 2 MI N HACKENSACK RIVER (Lat: 40.846667,  Lng: -74.016667),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 30.94m (101.51ft),  Average Daily Traffic: 14,745 (year 2005),  Features Intersected: NJ TPK SB-E & E-80 RDWY,  Facility Carried by Structure: NJ TPK NB WEST
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 187.843,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.6m (248.0ft)

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Structure Number: E11674A,  Location: 2.1 MI N HACKENSACK RIVER (Lat: 40.848333,  Lng: -74.015000),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 37.95m (124.51ft),  Average Daily Traffic: 38,671 (year 2005),  Truck Traffic: 15%,  Features Intersected: NJ TPK RWY SB-EAST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 114.923,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: I11763B,  Location: 0.1 MI E OF 46 INTERSECT (Lat: 40.846667,  Lng: -74.016667),  Route carried "under" structure: US 46,  Year Built: 1950,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 43,805 (year ),  Features Intersected: US ROUTE 46,  Facility Carried by Structure: NJTPK RAMP TW
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 114.215,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.830000,  Lng: -74.025000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 35.88m (117.72ft),  Average Daily Traffic: 6,387 (year 2005),  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 16.737,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.1m (216.9ft)

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Structure Number: W1161,  Location: .6 MI N HACKENSACK RIVER (Lat: 40.830000,  Lng: -74.025000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 35.88m (117.72ft),  Average Daily Traffic: 5,357 (year 2005),  Features Intersected: NY SUSQ-WESTRN RR,NYCRR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 16.737,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.1m (216.9ft)