 |
 |
Bridge Statistics for East Rutherford, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: East Rutherford, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 38 Total length: 568 meters (1,864ft) Total costs: $47,903,000 Total average daily traffic: 1,775,559 Total average daily truck traffic: 141,716 National Bridge Inventory (NBI) Registered Bridges for East Rutherford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 20415, Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810306, Lng: -74.093778), Route carried "on" structure: State highway 3, Year Built: 1945, Year Reconstructed: 1996, Status: Open, Structure Length: 31.21m (102.40ft), Average Daily Traffic: 132,450 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 161,610 (year 2026), Design Load: HS 25, Features Intersected: SERVICE RD,BERRY'S CK,RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 31 degrees, Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.9m (140.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2006, Underwater Inspection Date: Febuary 2005, 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: 204151, Location: E RUTHERFORD-SECAUCUS (Lat: 40.871342, Lng: -74.138392), Route carried "on" structure: State highway 3, Year Built: 1963, Status: Open, Structure Length: 80.77m (264.99ft), Average Daily Traffic: 75,458 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 90,550 (year 2027), Design Load: HS 20+Mod, Features Intersected: HCKNSCK R, MEADWLND PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 45.4m (149.0ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 80.77m (264.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: November 2005, Bridge Improvement Cost: $23,850,000, Roadway Improvement Cost: $75,000, Total Project Cost: $26,500,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 204152, Location: 0.25 MI.EAST W.SPUR NJTPK (Lat: 40.798300, Lng: -74.071267), Route carried "on" structure: State highway 3, Year Built: 1934, Year Reconstructed: 1964, Status: Open, Structure Length: 47.31m (155.22ft), Average Daily Traffic: 75,458 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 90,550 (year 2027), Design Load: HS 20, Features Intersected: HCKNSCK R & MEADWLND PKW Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.663, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Underwater Inspection Date: November 2005, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $1,000, Total Project Cost: $220,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 212153, Location: 1.6 MI NORTH OF RTE 3 (Lat: 40.832986, Lng: -74.088519), Route carried "on" structure: State highway 120, Year Built: 1969, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 21,065 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 25,280 (year 2027), Design Load: HS 20+Mod, Features Intersected: NJ 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,869,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,109,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 212154, Location: 0.05 MI WEST OF NJ 17 (Lat: 40.832558, Lng: -74.087347), Route carried "on" structure: State highway 120, Year Built: 1969, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 21,065 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 25,280 (year 2027), Design Load: HS 20+Mod, Features Intersected: NJ TRANSIT AND 13TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $2,083,000, Roadway Improvement Cost: $10,000, Total Project Cost: $2,113,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21915, Location: AT 120-3 JCT. (Lat: 40.803233, Lng: -74.073333), Route carried "on" structure: Ramp State highway 3, Year Built: 1964, Year Reconstructed: 1970, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 20,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 25,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ 3 EB & NJ 120 SB, Facility Carried by Structure: Ramp to NJ 120 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.004, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $100,000, Total Project Cost: $946,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 219151, Location: 0.5 MI WEST HACKENSACK R. (Lat: 40.805444, Lng: -74.073833), Route carried "on" structure: State highway 120, Year Built: 1964, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 40,800 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 77,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: NJ 3 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,225,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,725,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 219152, Location: 1.0 MI NORTH OF RT 3 (Lat: 40.816742, Lng: -74.066639), Route carried "on" structure: State highway 120, Year Built: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 24,335 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 29,200 (year 2026), Design Load: HS 20, Features Intersected: CR 503 (WASHINGTON AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.658, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23815, Location: .6 MI SOUTH OF RT 17 JCT (Lat: 40.827856, Lng: -74.079514), Route carried "on" structure: State highway 120, Year Built: 1976, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 20,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 24,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: BERRYS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 48 months, Inspection Date: November 2006, Underwater Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4900001, Location: BETW GIANTS STDM & ARENA (Lat: 40.807778, Lng: -74.072500), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,380 (year 2026), Design Load: HS 20, Features Intersected: ROUTE NJ 120, Facility Carried by Structure: SO CONN RD, RAMP R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Agenciy, Approaching Roadway Width: 16.2m (53.1ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4900002, Location: BETW GIANTS STDM & ARENA (Lat: 40.814444, Lng: -74.068889), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 3,450 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,650 (year 2026), Design Load: HS 20, Features Intersected: ROUTE NJ 120, Facility Carried by Structure: NO CONN RD, RAMP F Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Agenciy, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: W11272D, Location: INTERCHANGE 16W (Lat: 40.808333, Lng: -74.081667), Route carried "on" structure: Ramp Interstate 95, Year Built: 1971, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 51,202 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 71,170 (year 2025), Design Load: HS 20, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: NJTPK RAMPS ET&TW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.298, Lanes on structure: 4, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,250,000, Roadway Improvement Cost: $300,000, Total Project Cost: $4,590,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W11285, Location: .2 MI N INTERCHANGE 16 W (Lat: 40.803333, Lng: -74.073333), Route carried "on" structure: Interstate 95, Year Built: 1971, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 87,541 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 118,180 (year 2025), Design Load: HS 20, Features Intersected: NJ RTE 3 EASTBOUND, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.459, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.5m (123.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 39.3m (128.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $7,700,000, Roadway Improvement Cost: $100,000, Total Project Cost: $9,700,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W11297, Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803333, Lng: -74.071667), Route carried "on" structure: Interstate 95, Year Built: 1971, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 87,541 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 118,180 (year 2025), Design Load: HS 20, Features Intersected: NJ RTE 3 WB&TPK U-TURN, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 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: 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: Bituminous Find on map >>
Structure Number: W11364, Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810000, Lng: -74.065000), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 77,525 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 94,595 (year 2027), Design Load: H 20, Features Intersected: UTILITY TUNNEL, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.886, Lanes on structure: 7, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 50.3m (165.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.2m (168.0ft) Condition: Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W11368, Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810000, Lng: -74.063333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 548 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 762 (year 2025), Design Load: HS 20, Features Intersected: NJTPK SNW-NSW ROADWAYS, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.746, Lanes on structure: 2, Lanes under structure: 11, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: W11369, Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667, Lng: -74.061667), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 47,000 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 63,500 (year 2025), Design Load: HS 20, Features Intersected: NJ TPK RAMPS WC & CW, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.826, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Monolithic Concrete Find on map >>
Structure Number: 20415, Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810306, Lng: -74.093778), Route carried "under" structure: State highway 3, Year Built: 1945, Structure Length: 31.21m (102.40ft), Average Daily Traffic: 11,700 (year 2006), Truck Traffic: 4%, Features Intersected: SERVICE RD,BERRY'S CK,RR Minimum Vertical Clearance: 0.60m (1.97ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 20415, Location: 1.25 MI.WEST W.SPUR NJTPK (Lat: 40.810306, Lng: -74.093778), Route carried "under" structure: State highway 3, Year Built: 1945, Structure Length: 31.21m (102.40ft), Average Daily Traffic: 11,700 (year 2006), Truck Traffic: 4%, Features Intersected: SERVICE RD,BERRY'S CK,RR Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 204151, Location: E RUTHERFORD-SECAUCUS (Lat: 40.871342, Lng: -74.138392), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 80.77m (264.99ft), Average Daily Traffic: 4,264 (year 2007), Truck Traffic: 4%, Features Intersected: HCKNSCK R, MEADWLND PKWY, Facility Carried by Structure: NJ 3 WB Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft) Find on map >>
Structure Number: 204152, Location: 0.25 MI.EAST W.SPUR NJTPK (Lat: 40.798300, Lng: -74.071267), Route carried "under" structure: City street , Year Built: 1934, Structure Length: 47.31m (155.22ft), Average Daily Traffic: 4,233 (year 2007), Truck Traffic: 4%, Features Intersected: HCKNSCK R & MEADWLND PKW, Facility Carried by Structure: NJ 3 EB Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 56.4m (185.0ft) Find on map >>
Structure Number: 212153, Location: 1.6 MI NORTH OF RTE 3 (Lat: 40.832986, Lng: -74.088519), Route carried "under" structure: State highway 17, Year Built: 1969, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 73,340 (year 2007), Truck Traffic: 4%, Features Intersected: NJ 17, Facility Carried by Structure: NJ 120 PAT.PLNK RD Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.927, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 212154, Location: 0.05 MI WEST OF NJ 17 (Lat: 40.832558, Lng: -74.087347), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,040 (year 2007), Truck Traffic: 1%, Features Intersected: NJ TRANSIT AND 13TH ST, Facility Carried by Structure: NJ 120 Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 21915, Location: AT 120-3 JCT. (Lat: 40.803233, Lng: -74.073333), Route carried "under" structure: State highway 3, Year Built: 1964, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 76,570 (year 2004), Truck Traffic: 5%, Features Intersected: NJ 3 EB & NJ 120 SB, Facility Carried by Structure: Ramp to NJ 120 NB Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 1.281, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 21915, Location: AT 120-3 JCT. (Lat: 40.803233, Lng: -74.073333), Route carried "under" structure: State highway 120, Year Built: 1964, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 10,120 (year 2005), Truck Traffic: 5%, Features Intersected: NJ 3 EB & NJ 120 SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 21915, Location: AT 120-3 JCT. (Lat: 40.803233, Lng: -74.073333), Route carried "under" structure: State highway 3, Year Built: 1964, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 78,761 (year 2004), Truck Traffic: 5%, Features Intersected: NJ 3 EB & NJ 120 SB, Facility Carried by Structure: Ramp to NJ 120 NB Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 13.004, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 219151, Location: 0.5 MI WEST HACKENSACK R. (Lat: 40.805444, Lng: -74.073833), Route carried "under" structure: State highway 3, Year Built: 1964, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 64,275 (year 2003), Truck Traffic: 5%, Features Intersected: NJ 3 WB, Facility Carried by Structure: NJ 120 SB & Ramps Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.281, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 219152, Location: 1.0 MI NORTH OF RT 3 (Lat: 40.816742, Lng: -74.066639), Route carried "under" structure: County highway 503, Year Built: 1975, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 22,000 (year 2006), Truck Traffic: 4%, Features Intersected: CR 503 (WASHINGTON AVE), Facility Carried by Structure: NJ RT 120 NB&RMP A Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.037, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 4900001, Location: BETW GIANTS STDM & ARENA (Lat: 40.807778, Lng: -74.072500), Route carried "under" structure: State highway 120, Year Built: 1975, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 43,700 (year 2006), Truck Traffic: 5%, Features Intersected: ROUTE NJ 120, Facility Carried by Structure: SO CONN RD, RAMP R Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.435, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 4900002, Location: BETW GIANTS STDM & ARENA (Lat: 40.814444, Lng: -74.068889), Route carried "under" structure: State highway 120, Year Built: 1975, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 45,600 (year 2006), Truck Traffic: 5%, Features Intersected: ROUTE NJ 120, Facility Carried by Structure: NO CONN RD, RAMP F Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.191, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.4m (93.2ft) Find on map >>
Structure Number: W11272D, Location: INTERCHANGE 16W (Lat: 40.808333, Lng: -74.081667), Route carried "under" structure: State highway 3, Year Built: 1971, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 127,283 (year 2005), Truck Traffic: 5%, Features Intersected: NJ ROUTE 3, Facility Carried by Structure: NJTPK RAMPS ET&TW Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 12.199, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: W11285, Location: .2 MI N INTERCHANGE 16 W (Lat: 40.803333, Lng: -74.073333), Route carried "under" structure: State highway 3, Year Built: 1971, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 116,353 (year 2005), Truck Traffic: 5%, Features Intersected: NJ RTE 3 EASTBOUND, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 15.611, Lanes on structure: 5, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: W11297, Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803333, Lng: -74.071667), Route carried "under" structure: State highway 3, Year Built: 1971, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 116,353 (year 2005), Truck Traffic: 5%, Features Intersected: NJ RTE 3 WB&TPK U-TURN, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 15.691, Lanes on structure: 5, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: W11297, Location: .3 MI N INTERCHANGE 16 W (Lat: 40.803333, Lng: -74.071667), Route carried "under" structure: Interstate 95, Year Built: 1971, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,269 (year 2005), Features Intersected: NJ RTE 3 WB&TPK U-TURN, Facility Carried by Structure: NJTPK SNW-NSW RWY Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 11.652, Lanes on structure: 5, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: W11368, Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810000, Lng: -74.063333), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 87,541 (year 2005), Truck Traffic: 17%, Features Intersected: NJTPK SNW-NSW ROADWAYS, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 12.826, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft) Find on map >>
Structure Number: W11368, Location: 1 MI N INTERCHANGE 16 W (Lat: 40.810000, Lng: -74.063333), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 87,541 (year 2005), Truck Traffic: 17%, Features Intersected: NJTPK SNW-NSW ROADWAYS, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 12.826, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft) Find on map >>
Structure Number: W11369, Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667, Lng: -74.061667), Route carried "under" structure: Ramp Interstate 95, Year Built: 1973, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 1,264 (year 2005), Features Intersected: NJ TPK RAMPS WC & CW, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 12.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: W11369, Location: 1.1 MI N INTERCHANGE 16 W (Lat: 40.811667, Lng: -74.061667), Route carried "under" structure: Ramp Interstate 95, Year Built: 1973, Structure Length: 18.41m (60.40ft), Average Daily Traffic: 1,264 (year 2005), Features Intersected: NJ TPK RAMPS WC & CW, Facility Carried by Structure: PATERSON PLANK RD Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 12.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Discuss this city on our hugely popular New Jersey forum Back to: East Rutherford, NJ, New Jersey, All US cities.
|
 |
