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Bridge Statistics for Wanaque, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wanaque, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 74 meters (243ft) Total costs: $444,000 Total average daily traffic: 279,865 Total average daily truck traffic: 22,612 National Bridge Inventory (NBI) Registered Bridges for Wanaque
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1600046, Location: 1.6 MI S OF BORO BNDRY (Lat: 41.044053, Lng: -74.292667), Route carried "on" structure: County highway 511, Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 25,170 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,200 (year 2027), Features Intersected: WANAQUE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.983, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $77,000, Total Project Cost: $77,000 ( Estimate for 2007), 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: 1600146, Location: 0.1 MI W OF RINGWD AV/511 (Lat: 41.029000, Lng: -74.298833), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,980 (year 2027), Features Intersected: POST BROOK, Facility Carried by Structure: DOTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $20,000, Total Project Cost: $142,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1600147, Location: 0.5 W OF RINGWOOD AV(511) (Lat: 41.030833, Lng: -74.307028), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 490 (year 2027), Design Load: HS 20, Features Intersected: POST BROOK, Facility Carried by Structure: DOTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1600158, Location: 0.3 MI E OF CR511 JCT (Lat: 41.050369, Lng: -74.286417), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,155 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,385 (year 2027), Features Intersected: MEADOW BROOK, Facility Carried by Structure: BELMONT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1600363, Location: 0.3 MI E OF CR511 JCT (Lat: 41.052772, Lng: -74.284636), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 976 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,170 (year 2027), Features Intersected: MEADOW BROOK, Facility Carried by Structure: PROSPECT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $1,000, Total Project Cost: $215,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1613001, Location: 0.5 MILES E OF CO RT 511 (Lat: 41.056475, Lng: -74.281589), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 350 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 420 (year 2027), Features Intersected: HIGH MOUNTAIN BROOK, Facility Carried by Structure: MEADOW BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, 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 Find on map >>
Structure Number: 1615151, Location: 0.04 MI SOUTH OF CO RT511 (Lat: 41.018450, Lng: -74.297283), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 65,957 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 79,148 (year 2027), Design Load: HS 20, Features Intersected: MAIN BRNCH OF POST BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.948, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 1615155, Location: 2.2 MI. NORTH OF RT 23 (Lat: 41.017350, Lng: -74.296850), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 65,957 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 79,148 (year 2027), Design Load: HS 20, Features Intersected: RINGWOOD AVENUE (CR511A) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.013, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 41.3m (135.5ft), Out-to-Out Width: 43.1m (141.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $6,000, Total Project Cost: $9,000 ( Estimate for 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: 1615156, Location: 0.71 Miles N. of CR 511 (Lat: 41.025033, Lng: -74.289356), Route carried "on" structure: Interstate 287, Year Built: 1993, Status: Open, Structure Length: 55.57m (182.32ft), Average Daily Traffic: 88,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 105,700 (year 2027), Design Load: HS 20, Features Intersected: WANAQUE RIVER(LAKE INEZ) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.155, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 35.2m (115.5ft), Out-to-Out Width: 37.0m (121.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 1615157, Location: 0.1 MI W.OF RINGWOOD AVE (Lat: 41.018333, Lng: -74.298333), Route carried "on" structure: County highway 511, Year Built: 1995, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 25,170 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 29,870 (year 2027), Design Load: HS 25, Features Intersected: POST BROOK, Facility Carried by Structure: UNION AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.925, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, 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: 1615155, Location: 2.2 MI. NORTH OF RT 23 (Lat: 41.017350, Lng: -74.296850), Route carried "under" structure: Alternate County highway 511, Year Built: 1993, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,550 (year 2007), Truck Traffic: 4%, Features Intersected: RINGWOOD AVENUE (CR511A), Facility Carried by Structure: ROUTE I-287 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 15.675, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Discuss this city on our hugely popular New Jersey forum Back to: Wanaque, NJ, New Jersey, All US cities.
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