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Bridge Statistics for Secaucus, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Secaucus, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 53 Total length: 800 meters (2,625ft) Total costs: $30,692,000 Total average daily traffic: 2,139,280 Total average daily truck traffic: 162,750 National Bridge Inventory (NBI) Registered Bridges for Secaucus
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 900004, Location: .4 MI. EAST OF NJ TRNPK (Lat: 40.767053, Lng: -74.061444), Route carried "on" structure: County highway 678, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,568 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 21,436 (year 2026), Features Intersected: PENHORN CREEK, Facility Carried by Structure: SECAUCUS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum 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: October 2006, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $12,000, Total Project Cost: $81,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 900015, Location: 1000 FT S OF NJ TURNPIKE (Lat: 40.770333, Lng: -74.068806), Route carried "on" structure: City street 653, Year Built: 1987, Year Reconstructed: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,075 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,340 (year 2026), Design Load: HS 20+Mod, Features Intersected: PENHORN CREEK, Facility Carried by Structure: COUNTY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $12,000, Total Project Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 902154, Location: 0.1 mile east of US 1&9 (Lat: 40.761044, Lng: -74.052553), Route carried "on" structure: County highway 678, Year Built: 2006, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 9,010 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 10,990 (year 2026), Design Load: HS 25, Features Intersected: NYS&WRR,Conrail,Michael, Facility Carried by Structure: Secaucus Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 902155, Location: .04 miles west of US1&9 (Lat: 40.760722, Lng: -74.051492), Route carried "on" structure: Ramp US 1, Year Built: 2006, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 3,545 (year 2006), Average Future Daily Traffic: 4,322 (year 2026), Design Load: HS 20, Features Intersected: Dell Avenue, Facility Carried by Structure: RAMP H Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.543, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 907152, Location: 0.6 MI WEST OF NJTPK JCT (Lat: 40.795000, Lng: -74.059722), Route carried "on" structure: County highway 681, Year Built: 1948, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 17,200 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 21,000 (year 2028), Design Load: HS 20, Features Intersected: NJ RT 3, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.723, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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 or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 60.8 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $2,100,000, Roadway Improvement Cost: $235,000, Total Project Cost: $3,100,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90815, Location: 0.3 MI SE OF 3-NJTPK JCT (Lat: 40.783833, Lng: -74.048000), Route carried "on" structure: County highway 681, Year Built: 1952, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 20,706 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 24,847 (year 2026), Design Load: HS 20, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $6,345,000, Roadway Improvement Cost: $100,000, Total Project Cost: $7,794,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 908411, Location: 0.5 MI N OF RT3 & 495 JCT (Lat: 40.790000, Lng: -74.055000), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 1,475 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,900 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: HARMON MEADOW BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 15, Owner: Private, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: 908412, Location: 1.3 MILE SOUTH ROUTE 3 (Lat: 40.781933, Lng: -74.078433), Route carried "on" structure: City street , Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 14,117 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 19,848 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ TRANSIT ROAD DITCH, Facility Carried by Structure: MEADOWLANDS PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 4, Lanes under structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2006, Other Special Inspection Date: October 2006, Bridge Improvement Cost: $14,942,000, Roadway Improvement Cost: $1,058,000, Total Project Cost: $16,000,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 908413, Location: 1 MILE SO ROUTE 3 (Lat: 40.776683, Lng: -74.085150), Route carried "on" structure: City street , Year Built: 1982, Year Reconstructed: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,165 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 3,031 (year 2026), Design Load: HS 20+Mod, Features Intersected: JERSEY CITY WATER MAIN, Facility Carried by Structure: MEADOWLANDS PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $11,000, Total Project Cost: $114,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E11067A, Location: 0.5 MI NORTH OF INTER 15W (Lat: 40.760556, Lng: -74.079342), Route carried "on" structure: Interstate 95, Year Built: 2006, Status: Open, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 116,448 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 157,205 (year 2026), Features Intersected: NSE/SNE RDWY & RAMP TSE, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 178.106, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: June 2006, Critical Feature Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: E11067B, Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Features Intersected: WETLANDS, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 0.00m, Kilometerpoint: 178.106, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal to present desirable 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 Find on map >>
Structure Number: E1108, Location: INTER 15X (Lat: 40.761889, Lng: -74.077056), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 129,410 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 179,880 (year 2026), Design Load: HS 20, Features Intersected: RAMPS NET & TE, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 178.315, Lanes on structure: 7, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 49.4m (162.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 48.4m (158.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Monolithic Concrete Find on map >>
Structure Number: E11080A, Location: .25 MI W OF INTER 15X (Lat: 40.758333, Lng: -74.074444), Route carried "on" structure: Interstate 95, Year Built: 2004, Status: Open, Structure Length: 3.17m (10.40ft), Features Intersected: PENHORN CREEK, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 178.315, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E11080B, Location: .25 MI E OF INT 15X (Lat: 40.750278, Lng: -74.069233), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 94.79m (310.99ft), Features Intersected: NJ TRANSIT, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 178.315, Lanes on structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E11085, Location: 1.0 MI NORTH OF INTER 15W (Lat: 40.761667, Lng: -74.076667), 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: 14%, Average Future Daily Traffic: 174,703 (year 2026), Design Load: HS 20, Features Intersected: ELRR (BOONTON BRANCH), Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.428, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 44.5m (146.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 47.2m (154.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E11115, Location: 1.5 MI NORTH OF INTER 15W (Lat: 40.773333, Lng: -74.060000), Route carried "on" structure: Interstate 95, Year Built: 1950, Status: Open, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 129,410 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 174,704 (year 2026), Design Load: HS 20, Features Intersected: ELRR VIA & COUNTY ROAD, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.879, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.1m (115.2ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 35.3m (115.8ft), Out-to-Out Width: 37.1m (121.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E1121, Location: 0.5 MI SOUTH OF INTER 16E (Lat: 40.773333, Lng: -74.060000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 9,470 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,364 (year 2026), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: SECAUCUS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Lanes under structure: 9, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.1m (193.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E11258A, Location: INTERCHANGE 16E (Lat: 40.776667, Lng: -74.053333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1950, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 44,942 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 58,776 (year 2026), Design Load: HS 20, Features Intersected: NJ TURNPIKE(SNE-NSE), Facility Carried by Structure: RAMP V 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), 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: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,493,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E11295A, Location: INTERCHANGE 17E (Lat: 40.783333, Lng: -74.053333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1963, Status: Open, Structure Length: 40.33m (132.32ft), Average Daily Traffic: 16,300 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 21,314 (year 2026), Design Load: HS 20, Features Intersected: TPK RWY, RAMPS, PAT PK R, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 9, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E11295B, Location: INTERCHANGE 17E (Lat: 40.808333, Lng: -74.080000), Route carried "on" structure: Ramp Interstate 95, Year Built: 1963, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 16,300 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 21,314 (year 2026), Design Load: HS 20, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.121, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 85.7m (281.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E11295C, Location: INTERCHANGE 17E (Lat: 40.780000, Lng: -74.056667), Route carried "on" structure: Ramp Interstate 95, Year Built: 1963, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 16,300 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 21,314 (year 2026), Design Load: HS 20, Features Intersected: NJ TPK RAMP V&R, Facility Carried by Structure: TPK INT 17E RAMP S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 9.5m (31.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E11295D, Location: INTERCHANGE 17E (Lat: 40.810000, Lng: -74.063333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1963, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 17,647 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 23,075 (year 2026), Design Load: HS 20, Features Intersected: PATERSON PK RD, RAMP PQ, Facility Carried by Structure: TPK INT 17E RAMP E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: Bituminous Find on map >>
Structure Number: E113, Location: 1.0 MI NORTH OF INTER 17E (Lat: 40.783333, Lng: -74.051667), Route carried "on" structure: Interstate 95, Year Built: 1950, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 44,676 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 58,418 (year 2026), Design Load: HS 20, Features Intersected: PATERSON PLANK ROAD, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.856, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 21 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: 35.4m (116.1ft), Out-to-Out Width: 45.6m (149.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: Bituminous Find on map >>
Structure Number: E11316, Location: 1.0 MI NORTH OF INTER 17 (Lat: 40.788333, Lng: -74.050000), Route carried "on" structure: Interstate 95, Year Built: 1950, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 62,323 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 81,494 (year 2026), Design Load: HS 20, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.113, Lanes on structure: 8, Lanes under structure: 10, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 47.2m (154.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 46.4m (152.2ft), Out-to-Out Width: 48.2m (158.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E1135, Location: 0.3 MI NE OF NJTPK&RT3 JC (Lat: 40.791667, Lng: -74.041667), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 3,100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,185 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ TPK (NSE & SNE RDWYS), Facility Carried by Structure: PARK PLACE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very 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, 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: Monolithic Concrete Find on map >>
Structure Number: E11452, Location: 2.0 MI NORTH OF INTER 17E (Lat: 40.803333, Lng: -74.035000), Route carried "on" structure: Interstate 95, Year Built: 1950, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 78,622 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 102,806 (year 2026), Design Load: HS 20, Features Intersected: PAUNPECK CREEK, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.302, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 35.5m (116.5ft), Out-to-Out Width: 37.3m (122.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 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: Better than present minimum criteria, 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: August 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E11521, Location: 2.5 MI NORTH OF INTER 17 (Lat: 40.813333, Lng: -74.030000), Route carried "on" structure: Interstate 95, Year Built: 1950, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 78,622 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 102,806 (year 2026), Design Load: HS 20, Features Intersected: BELLMAN CREEK, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.413, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.7m (117.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 35.3m (115.8ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 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: Better than present minimum criteria, 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: August 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 902154, Location: 0.1 mile east of US 1&9 (Lat: 40.761044, Lng: -74.052553), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 16.64m (54.59ft), Truck Traffic: 1%, Features Intersected: NYS&WRR,Conrail,Michael, Facility Carried by Structure: Secaucus Road Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m Find on map >>
Structure Number: 902155, Location: .04 miles west of US1&9 (Lat: 40.760722, Lng: -74.051492), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 2.40m (7.87ft), Features Intersected: Dell Avenue, Facility Carried by Structure: RAMP H Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 907152, Location: 0.6 MI WEST OF NJTPK JCT (Lat: 40.795000, Lng: -74.059722), Route carried "under" structure: State highway 3, Year Built: 1948, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 143,000 (year 2008), Truck Traffic: 5%, Features Intersected: NJ RT 3, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 14.677, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 90815, Location: 0.3 MI SE OF 3-NJTPK JCT (Lat: 40.783833, Lng: -74.048000), Route carried "under" structure: State highway 3, Year Built: 1952, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 102,553 (year 2006), Truck Traffic: 5%, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 16.158, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 908411, Location: 0.5 MI N OF RT3 & 495 JCT (Lat: 40.790000, Lng: -74.055000), Route carried "under" structure: State highway 3, Year Built: 1981, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 147,958 (year 2006), Truck Traffic: 5%, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: HARMON MEADOW BLVD Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 15.916, Lanes on structure: 3, Lanes under structure: 15, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 908412, Location: 1.3 MILE SOUTH ROUTE 3 (Lat: 40.781933, Lng: -74.078433), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 1,144 (year 2006), Truck Traffic: 1%, Features Intersected: NJ TRANSIT ROAD DITCH, Facility Carried by Structure: MEADOWLANDS PKWY Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: E11067A, Location: 0.5 MI NORTH OF INTER 15W (Lat: 40.760556, Lng: -74.079342), Route carried "under" structure: Interstate 95, Year Built: 2006, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 129,410 (year 2006), Features Intersected: NSE/SNE RDWY & RAMP TSE, Facility Carried by Structure: NJ TURNPIKE Kilometerpoint: 178.106, Lanes on structure: 1, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft) Find on map >>
Structure Number: E1108, Location: INTER 15X (Lat: 40.761889, Lng: -74.077056), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 4.08m (13.39ft), Features Intersected: RAMPS NET & TE, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 178.315, Lanes on structure: 7, Lanes under structure: 3, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: E11115, Location: 1.5 MI NORTH OF INTER 15W (Lat: 40.773333, Lng: -74.060000), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 14,629 (year ), Features Intersected: ELRR VIA & COUNTY ROAD, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: E1121, Location: 0.5 MI SOUTH OF INTER 16E (Lat: 40.773333, Lng: -74.060000), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 101,972 (year 2006), Features Intersected: NJ TURNPIKE, Facility Carried by Structure: SECAUCUS ROAD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 180.407, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.1m (193.9ft) Find on map >>
Structure Number: E11258A, Location: INTERCHANGE 16E (Lat: 40.776667, Lng: -74.053333), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 22,282 (year 2006), Features Intersected: NJ TURNPIKE(SNE-NSE), Facility Carried by Structure: RAMP V Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 18.118, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: E11258A, Location: INTERCHANGE 16E (Lat: 40.776667, Lng: -74.053333), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 22,282 (year 2006), Features Intersected: NJ TURNPIKE(SNE-NSE), Facility Carried by Structure: RAMP V Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 18.118, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: E11258A, Location: INTERCHANGE 16E (Lat: 40.776667, Lng: -74.053333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1950, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,051 (year 2006), Features Intersected: NJ TURNPIKE(SNE-NSE), Facility Carried by Structure: RAMP V Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 18.118, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: E11258A, Location: INTERCHANGE 16E (Lat: 40.776667, Lng: -74.053333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1950, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,051 (year 2006), Features Intersected: NJ TURNPIKE(SNE-NSE), Facility Carried by Structure: RAMP V Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 18.118, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: E11295A, Location: INTERCHANGE 17E (Lat: 40.783333, Lng: -74.053333), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 40.33m (132.32ft), Average Daily Traffic: 20,440 (year 2006), Truck Traffic: 16%, Features Intersected: TPK RWY, RAMPS, PAT PK R, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: E11295A, Location: INTERCHANGE 17E (Lat: 40.783333, Lng: -74.053333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1963, Structure Length: 40.33m (132.32ft), Average Daily Traffic: 2,665 (year ), Features Intersected: TPK RWY, RAMPS, PAT PK R, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: E11295A, Location: INTERCHANGE 17E (Lat: 40.783333, Lng: -74.053333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1963, Structure Length: 40.33m (132.32ft), Average Daily Traffic: 1,401 (year ), Features Intersected: TPK RWY, RAMPS, PAT PK R, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: E11295A, Location: INTERCHANGE 17E (Lat: 40.783333, Lng: -74.053333), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 40.33m (132.32ft), Average Daily Traffic: 23,576 (year 2006), Truck Traffic: 15%, Features Intersected: TPK RWY, RAMPS, PAT PK R, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 181.775, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: E11295B, Location: INTERCHANGE 17E (Lat: 40.808333, Lng: -74.080000), Route carried "under" structure: State highway 3, Year Built: 1963, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 142,686 (year 2006), Features Intersected: NJ ROUTE 3, Facility Carried by Structure: TPK INT 17E RAMP A Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 15.611, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.7m (281.2ft) Find on map >>
Structure Number: E11295C, Location: INTERCHANGE 17E (Lat: 40.780000, Lng: -74.056667), Route carried "under" structure: Ramp Interstate 95, Year Built: 1963, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 22,353 (year 2006), Features Intersected: NJ TPK RAMP V&R, Facility Carried by Structure: TPK INT 17E RAMP S Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: E11295D, Location: INTERCHANGE 17E (Lat: 40.810000, Lng: -74.063333), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 8,778 (year 2006), Features Intersected: PATERSON PK RD, RAMP PQ, Facility Carried by Structure: TPK INT 17E RAMP E Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: E11295D, Location: INTERCHANGE 17E (Lat: 40.810000, Lng: -74.063333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1963, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 3,116 (year 2006), Features Intersected: PATERSON PK RD, RAMP PQ, Facility Carried by Structure: TPK INT 17E RAMP E Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: E113, Location: 1.0 MI NORTH OF INTER 17E (Lat: 40.783333, Lng: -74.051667), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 14,629 (year 2006), Features Intersected: PATERSON PLANK ROAD, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: E11316, Location: 1.0 MI NORTH OF INTER 17 (Lat: 40.788333, Lng: -74.050000), Route carried "under" structure: State highway 3, Year Built: 1950, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 139,841 (year 2006), Features Intersected: NJ ROUTE 3, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 15.691, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft) Find on map >>
Structure Number: E1135, Location: 0.3 MI NE OF NJTPK&RT3 JC (Lat: 40.791667, Lng: -74.041667), Route carried "under" structure: Interstate 95, Year Built: 1985, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 39,311 (year 2006), Truck Traffic: 8%, Features Intersected: NJ TPK (NSE & SNE RDWYS), Facility Carried by Structure: PARK PLACE ROAD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 182.661, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: E1135, Location: 0.3 MI NE OF NJTPK&RT3 JC (Lat: 40.791667, Lng: -74.041667), Route carried "under" structure: Interstate 95, Year Built: 1985, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 39,311 (year 2006), Truck Traffic: 8%, Features Intersected: NJ TPK (NSE & SNE RDWYS), Facility Carried by Structure: PARK PLACE ROAD Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 182.661, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Discuss this city on our hugely popular New Jersey forum Back to: Secaucus, NJ, New Jersey, All US cities.
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