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Bridge Statistics for Ridgefield Park, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ridgefield Park, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 46 Total length: 473 meters (1,552ft) Total costs: $12,678,000 Total average daily traffic: 1,465,672 Total average daily truck traffic: 71,795 National Bridge Inventory (NBI) Registered Bridges for Ridgefield Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 20049A, Location: 0.2 MI EAST OF I-95 (Lat: 40.838617, Lng: -74.017067), Route carried "on" structure: County highway 124, Year Built: 1971, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 27,744 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 33,558 (year 2026), Design Load: HS 20+Mod, Features Intersected: OVERPECK CREEK, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006, Underwater Inspection Date: May 2004, Bridge Improvement Cost: $1,300,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,500,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 20050A, Location: 0.2 MILE EAST OF I95 NJTP (Lat: 40.853333, Lng: -74.011667), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 525 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 656 (year 2026), Design Load: HS 20+Mod, Features Intersected: TEANECK CREEK, Facility Carried by Structure: CHALLENGER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Good, Culverts: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221156, Location: 0.3 MILES WEST OF RT I-95 (Lat: 40.848453, Lng: -74.021892), Route carried "on" structure: US 46, Year Built: 1934, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 44,540 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 53,448 (year 2026), Features Intersected: CR 39 (TEANECK ROAD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.748, 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: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $30,000, Total Project Cost: $42,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22215, Location: .2 MI E OF NJ TURNPIKE (Lat: 40.844964, Lng: -74.028247), Route carried "on" structure: US 46, Year Built: 1928, Year Reconstructed: 2006, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 82,610 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 99,132 (year 2027), Features Intersected: OVERPECK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.762, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: November 2006, Bridge Improvement Cost: $5,000, Total Project Cost: $6,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226165, Location: 0.8MI W.OF I-80/I-95 JCT. (Lat: 40.867153, Lng: -74.029711), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 8,770 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 10,530 (year 2026), Design Load: HS 20+Mod, Features Intersected: ROUTE I-80, Facility Carried by Structure: SECOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22916, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.847117, Lng: -74.019253), Route carried "on" structure: Ramp Interstate 95, Year Built: 1973, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 7,845 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 9,415 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.372, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E11642, Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.830000, Lng: -74.025000), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 32.95m (108.10ft), Average Daily Traffic: 78,622 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 102,806 (year 2026), Design Load: HS 20, Features Intersected: SUSQUEHANNA RR,NJTPK SA, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 187.360, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 40.5m (132.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.6m (139.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: M11727, Location: 1.6 NI N HACKENSACK RIVER (Lat: 40.841667, Lng: -74.018333), Route carried "on" structure: County highway 124, Year Built: 1970, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 7,880 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 10,638 (year 2025), Design Load: HS 20, Features Intersected: NJTPK SN80&95, NS80&95, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M11763C, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 8,714 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 11,764 (year 2025), Design Load: HS 20, Features Intersected: NJ TPK RAMP L, Facility Carried by Structure: NJ TPK RAMP WT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.194, Lanes on structure: 1, Lanes under structure: 1, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M11767I, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 74,994 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 101,242 (year 2025), Design Load: HS 20, Features Intersected: US ROUTE 46, Facility Carried by Structure: NJ TPK SN-80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.371, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.9m (48.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,700,000, Roadway Improvement Cost: $100,000, Total Project Cost: $4,750,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M11767N, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 74,994 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 101,242 (year 2025), Design Load: HS 20, Features Intersected: US 46&RAMPS L,N,ET,& E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: M11767O, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 74,994 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 101,242 (year 2025), Design Load: H 20, Features Intersected: US ROUTE 46 Minimum Vertical Clearance: 0.31m (1.02ft), Kilometerpoint: 116.372, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.0m (59.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M11767S, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "on" structure: Interstate 95, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 74,994 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 101,242 (year 2025), Design Load: H 20, Features Intersected: US ROUTE 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $5,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $6,380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "on" structure: Ramp Interstate 95, Year Built: 1972, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 5,080 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 6,198 (year 2027), Design Load: HS 20+Mod, Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 14, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.0m (141.1ft), 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: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 221156, Location: 0.3 MILES WEST OF RT I-95 (Lat: 40.848453, Lng: -74.021892), Route carried "under" structure: County highway 39, Year Built: 1934, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,102 (year 2006), Truck Traffic: 4%, Features Intersected: CR 39 (TEANECK ROAD), Facility Carried by Structure: ROUTE U.S.46 Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.644, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 226165, Location: 0.8MI W.OF I-80/I-95 JCT. (Lat: 40.867153, Lng: -74.029711), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 166,280 (year 2006), Features Intersected: ROUTE I-80, Facility Carried by Structure: SECOND ST Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 10.818, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.4m (93.2ft) Find on map >>
Structure Number: 22916, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.847117, Lng: -74.019253), Route carried "under" structure: US 46, Year Built: 1973, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 51,340 (year 2007), Truck Traffic: 4%, Features Intersected: US 46, Facility Carried by Structure: RAMP N (I95) Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 113.973, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: E11642, Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.830000, Lng: -74.025000), Route carried "under" structure: Ramp Interstate 95, Year Built: 1950, Structure Length: 32.95m (108.10ft), Average Daily Traffic: 1,571 (year 2006), Features Intersected: SUSQUEHANNA RR,NJTPK SA, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 18.736, Lanes on structure: 6, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: E11642, Location: 3.0 MI NORTH OF INTER 17E (Lat: 40.830000, Lng: -74.025000), Route carried "under" structure: Other road , Year Built: 1950, Structure Length: 32.95m (108.10ft), Average Daily Traffic: 1,434 (year 2006), Features Intersected: SUSQUEHANNA RR,NJTPK SA, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 6.93m (22.74ft), 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: 37.8m (124.0ft) Find on map >>
Structure Number: M11727, Location: 1.6 NI N HACKENSACK RIVER (Lat: 40.841667, Lng: -74.018333), Route carried "under" structure: County highway 124, Year Built: 1970, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 74,994 (year 2005), Features Intersected: NJTPK SN80&95, NS80&95, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: M11727, Location: 1.6 NI N HACKENSACK RIVER (Lat: 40.841667, Lng: -74.018333), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 74,994 (year 2005), Features Intersected: NJTPK SN80&95, NS80&95, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 11.576, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: M11727, Location: 1.6 NI N HACKENSACK RIVER (Lat: 40.841667, Lng: -74.018333), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 74,994 (year 2005), Features Intersected: NJTPK SN80&95, NS80&95, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 0.54m (1.77ft), Kilometerpoint: 11.576, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: M11727, Location: 1.6 NI N HACKENSACK RIVER (Lat: 40.841667, Lng: -74.018333), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 74,994 (year 2005), Features Intersected: NJTPK SN80&95, NS80&95, Facility Carried by Structure: BERGEN TURNPIKE Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 11.576, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: M11763C, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 7,036 (year 2005), Features Intersected: NJ TPK RAMP L, Facility Carried by Structure: NJ TPK RAMP WT Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 116.194, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: M11767I, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: US 46, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 44,550 (year 2005), Features Intersected: US ROUTE 46, Facility Carried by Structure: NJ TPK SN-80 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 114.215, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767I, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46, Facility Carried by Structure: NJ TPK SN-80 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 116.371, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767I, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46, Facility Carried by Structure: NJ TPK SN-80 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 116.371, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767I, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46, Facility Carried by Structure: NJ TPK SN-80 Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 116.371, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767N, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: US 46, Year Built: 1970, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 44,550 (year 2005), Features Intersected: US 46&RAMPS L,N,ET,& E, Facility Carried by Structure: NJ TPK SN-95 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 114.215, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.8m (114.2ft) Find on map >>
Structure Number: M11767N, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US 46&RAMPS L,N,ET,& E Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.8m (114.2ft) Find on map >>
Structure Number: M11767N, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US 46&RAMPS L,N,ET,& E Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.8m (114.2ft) Find on map >>
Structure Number: M11767N, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US 46&RAMPS L,N,ET,& E Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.8m (114.2ft) Find on map >>
Structure Number: M11767O, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: US 46, Year Built: 1970, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 44,550 (year 2005), Truck Traffic: 5%, Features Intersected: US ROUTE 46, Facility Carried by Structure: NJTPK NS80 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 114.215, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: M11767O, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 1,937 (year 2005), Truck Traffic: 9%, Features Intersected: US ROUTE 46, Facility Carried by Structure: NJTPK NS80 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: M11767O, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 1,937 (year 2005), Truck Traffic: 9%, Features Intersected: US ROUTE 46, Facility Carried by Structure: NJTPK NS80 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: M11767O, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 1,937 (year 2005), Truck Traffic: 9%, Features Intersected: US ROUTE 46, Facility Carried by Structure: NJTPK NS80 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: M11767S, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: US 46, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 44,550 (year 2005), Features Intersected: US ROUTE 46, Facility Carried by Structure: NJTPK NS 95 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 189.372, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767S, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767S, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11767S, Location: 1.9 MI N HACKENSACK RIVER (Lat: 40.846667, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,937 (year 2005), Features Intersected: US ROUTE 46 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 116.371, Lanes on structure: 3, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Interstate 95, Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 73,774 (year 2007), Truck Traffic: 10%, Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 116.645, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 6,981 (year ), Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Ramp Interstate 95, Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 7,879 (year ), Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Interstate 95, Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 35,233 (year ), Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 189.629, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Ramp US 46, Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 37,191 (year ), Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 189.629, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: M11783, Location: 1 MI SOUTH OF I-80 JCT (Lat: 40.848333, Lng: -74.018333), Route carried "under" structure: Ramp City street , Year Built: 1972, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 1,125 (year ), Features Intersected: NJTP & I-80, Facility Carried by Structure: EMERSON STREET Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 189.629, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Discuss this city on our hugely popular New Jersey forum Back to: Ridgefield Park, NJ, New Jersey, All US cities.
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