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

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Structure Number: 900014,  Location: 100FT SO OF COLUMBIA AVE (Lat: 40.774172,  Lng: -74.144017),  Route carried "on" structure: City street 697,  Year Built: 1938,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 21,122 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,234 (year 2026),  Features Intersected: CONRAIL & NJT-BOONTON LN,  Facility Carried by Structure: KEARNY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature 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: 900029,  Location: 0.1 MI S OF LAUREL AVE (Lat: 40.783417,  Lng: -74.160361),  Route carried "on" structure: County highway 699,  Year Built: 1932,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 490 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 515 (year 2026),  Features Intersected: PASSAIC RIVER BANK,  Facility Carried by Structure: PASSAIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90515,  Location: 1.1 MI W of 440-1+9 JCT (Lat: 40.730100,  Lng: -74.109383),  Route carried "on" structure: County highway 659,  Year Built: 1938,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,476 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,771 (year 2027),  Features Intersected: Route US 1&9T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $2,974,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $4,430,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 909151,  Location: 1.0 MILES SOUTH OF RT 95 (Lat: 40.746667,  Lng: -74.095000),  Route carried "on" structure: State highway 7,  Year Built: 1973,  Status: Open,  Structure Length: 45.02m (147.70ft),  Average Daily Traffic: 19,990 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,390 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT & CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 38.5m (126.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 909152,  Location: .2 MI E OF RT1&9 &NJTPK (Lat: 40.742767,  Lng: -74.086033),  Route carried "on" structure: Ramp State highway 7,  Year Built: 1975,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 9,861 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,833 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 7 NB,  Facility Carried by Structure: RAMPS A&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 91015,  Location: NEAR RT 7 & NJTPK JCT (Lat: 40.746500,  Lng: -74.099883),  Route carried "on" structure: County highway 508,  Year Built: 1975,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 17,988 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,586 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ 7 SB, RAMP H NB,  Facility Carried by Structure: NEWARK TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.846,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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: Monolithic Concrete

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Structure Number: 910153,  Location: 2.1 MI NO.OF HACKENSACK (Lat: 40.756500,  Lng: -74.111317),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Status: Open,  Structure Length: 37.31m (122.41ft),  Average Daily Traffic: 20,338 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,500 (year 2025),  Design Load: H 20,  Features Intersected: NEWARK BRANCH M.P. 5.32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 24,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 910154,  Location: 0.28 MI N OF I-95 W ALIGN (Lat: 40.761850,  Lng: -74.117233),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 40.48m (132.81ft),  Average Daily Traffic: 18,250 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,300 (year 2027),  Design Load: H 20,  Features Intersected: BOONTON LINE (NJT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 46,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Critical Feature Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 91415,  Location: 1.75 MI EAST OF RT 21 JCT (Lat: 40.745000,  Lng: -74.140000),  Route carried "on" structure: Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 68,322 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,650 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL & SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.087,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914152,  Location: 1.77 MI EAST OF RT 21 JCT (Lat: 40.746667,  Lng: -74.138333),  Route carried "on" structure: Interstate 280,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 69,700 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,100 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FRANK'S CREEK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.377,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: May 2007

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Structure Number: 914153,  Location: 2.2 MI EAST OF RT 21 JCT. (Lat: 40.747506,  Lng: -74.130219),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 14,600 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-280 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.796,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914154,  Location: JCT OF I-280 AND CR 508 (Lat: 40.753333,  Lng: -74.130000),  Route carried "on" structure: Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 66,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NEWARK TPK(CO 508)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.133,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914155,  Location: 2.6 MI EAST OF RT 21 JCT. (Lat: 40.750106,  Lng: -74.124575),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1979,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 14,600 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NEWARK TURNPIKE (CR 508)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.134,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 95716,  Location: 2 MI W OF I-280 & 95 JCT (Lat: 40.751731,  Lng: -74.157989),  Route carried "on" structure: County highway 697,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 19,484 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,381 (year 2027),  Features Intersected: NEWARK BRANCH (CONRAIL),  Facility Carried by Structure: KEARNY AV. N4TH.ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.651,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 964161,  Location: 1.0 MILES SW OF NJ RT 7 (Lat: 40.770000,  Lng: -74.138333),  Route carried "on" structure: County highway 507,  Year Built: 1968,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 2,690 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,290 (year 2027),  Design Load: HS 20,  Features Intersected: BOONTON LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $585,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 964162,  Location: 1.0 MILE S OF NJ RT 7 (Lat: 40.771250,  Lng: -74.141733),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 2,601 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,485 (year 2026),  Design Load: HS 20,  Features Intersected: BOONTON LINE(NJT)&CONRAL,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: E10902,  Location: 0.1 MI NORTH OF INTER 15W (Lat: 40.753333,  Lng: -74.108333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 129,410 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 174,703 (year 2026),  Design Load: HS 20,  Features Intersected: BELLVILLE TPK (NJ RT 7),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.451,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E10983,  Location: 2.0 MI SOUTH OF INTER 16E (Lat: 40.753333,  Lng: -74.108333),  Route carried "on" structure: Interstate 95,  Year Built: 1952,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 171.21m (561.71ft),  Average Daily Traffic: 122,197 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 149,104 (year 2026),  Design Load: HS 20,  Features Intersected: HACKENSACK RV & ERIE RR,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.754,  Lanes on structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 33.5m (109.9ft), Horizontal Clearance: 78.9m (258.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 35,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: July 2006,  Underwater Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W10879A,  Location: .8 MI N PASSAIC RIVER (Lat: 40.755000,  Lng: -74.118333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 138,660 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 192,737 (year 2025),  Design Load: HS 20,  Features Intersected: NJ.TPK.RAMPS-TNW,SWT,NET,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.957,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 38.6m (126.6ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: W10891,  Location: .2 MI N INTERCHANGE 15W (Lat: 40.756667,  Lng: -74.116667),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 126,184 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 175,396 (year 2025),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 44.1m (144.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 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,  Underclear: Equal to 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: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 126,184 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 175,396 (year 2025),  Design Load: HS 20,  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: NJTPK SNW&NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.440,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W10934,  Location: .6 MI N INTERCHANGE 15W (Lat: 40.761667,  Lng: -74.113333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 126,184 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 170,348 (year 2025),  Design Load: HS 20,  Features Intersected: NJ TRANSIT,  Facility Carried by Structure: NJTPK SNW&NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.858,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 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,  Underclear: Equal to 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: W11042,  Location: 1.8 MI N INTERCHANGE 15 W (Lat: 40.775000,  Lng: -74.101667),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 126,184 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 170,348 (year 2025),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: NJTPK NSW-SNW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.564,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 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: Superior to present desirable 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: 90515,  Location: 1.1 MI W of 440-1+9 JCT (Lat: 40.730100,  Lng: -74.109383),  Route carried "under" structure: US 1,  Year Built: 1938,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 59,386 (year 2007),  Truck Traffic: 25%,  Features Intersected: Route US 1&9T,  Facility Carried by Structure: Central Ave CR659
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.819,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 909152,  Location: .2 MI E OF RT1&9 &NJTPK (Lat: 40.742767,  Lng: -74.086033),  Route carried "under" structure: State highway 7,  Year Built: 1975,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 8,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: ROUTE 7 NB,  Facility Carried by Structure: RAMPS A&D
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 909152,  Location: .2 MI E OF RT1&9 &NJTPK (Lat: 40.742767,  Lng: -74.086033),  Route carried "under" structure: State highway 7,  Year Built: 1975,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 9,991 (year 2006),  Truck Traffic: 4%,  Features Intersected: ROUTE 7 NB,  Facility Carried by Structure: RAMPS A&D
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 909152,  Location: .2 MI E OF RT1&9 &NJTPK (Lat: 40.742767,  Lng: -74.086033),  Route carried "under" structure: Ramp State highway 7,  Year Built: 1975,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 2,240 (year 2006),  Truck Traffic: 4%,  Features Intersected: ROUTE 7 NB,  Facility Carried by Structure: RAMPS A&D
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 91015,  Location: NEAR RT 7 & NJTPK JCT (Lat: 40.746500,  Lng: -74.099883),  Route carried "under" structure: State highway 7,  Year Built: 1975,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 9,990 (year 2006),  Truck Traffic: 4%,  Features Intersected: NJ 7 SB, RAMP H NB,  Facility Carried by Structure: NEWARK TPK
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.334,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 91015,  Location: NEAR RT 7 & NJTPK JCT (Lat: 40.746500,  Lng: -74.099883),  Route carried "under" structure: Ramp State highway 7,  Year Built: 1975,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,071 (year 2006),  Truck Traffic: 4%,  Features Intersected: NJ 7 SB, RAMP H NB,  Facility Carried by Structure: NEWARK TPK
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.334,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 91415,  Location: 1.75 MI EAST OF RT 21 JCT (Lat: 40.745000,  Lng: -74.140000),  Route carried "under" structure: Other road ,  Year Built: 1979,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 60 (year 2005),  Truck Traffic: 1%,  Features Intersected: CONRAIL & SERVICE RD,  Facility Carried by Structure: RT.I-280
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 914153,  Location: 2.2 MI EAST OF RT 21 JCT. (Lat: 40.747506,  Lng: -74.130219),  Route carried "under" structure: Interstate 280,  Year Built: 1979,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 34,160 (year 2005),  Truck Traffic: 9%,  Features Intersected: I-280 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 26.796,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 914154,  Location: JCT OF I-280 AND CR 508 (Lat: 40.753333,  Lng: -74.130000),  Route carried "under" structure: County highway 508,  Year Built: 1979,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 15,606 (year 2005),  Truck Traffic: 4%,  Features Intersected: NEWARK TPK(CO 508),  Facility Carried by Structure: I-280
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 23.255,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 914155,  Location: 2.6 MI EAST OF RT 21 JCT. (Lat: 40.750106,  Lng: -74.124575),  Route carried "under" structure: County highway 508,  Year Built: 1979,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 17,240 (year 2006),  Truck Traffic: 4%,  Features Intersected: NEWARK TURNPIKE (CR 508),  Facility Carried by Structure: I-280 WB CONN
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 23.738,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: E10902,  Location: 0.1 MI NORTH OF INTER 15W (Lat: 40.753333,  Lng: -74.108333),  Route carried "under" structure: US 7,  Year Built: 1950,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 19,790 (year 2006),  Features Intersected: BELLVILLE TPK (NJ RT 7),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.338,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: W10879A,  Location: .8 MI N PASSAIC RIVER (Lat: 40.755000,  Lng: -74.118333),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 12,671 (year 2005),  Features Intersected: NJ.TPK.RAMPS-TNW,SWT,NET,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 4.957,  Lanes on structure: 7,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "under" structure: US 7,  Year Built: 1970,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 19,995 (year 2005),  Truck Traffic: 4%,  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: NJTPK SNW&NSW RWY
Minimum Vertical Clearance: 7.36m (24.15ft),  Kilometerpoint: 0.544,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: W10916,  Location: .4 MI N INTERCHANGE 15W (Lat: 40.760000,  Lng: -74.115000),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,269 (year 2005),  Features Intersected: NJ RTE 7 & NJ TPK U-TURN,  Facility Carried by Structure: NJTPK SNW&NSW RWY
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 54.396,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)