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Bridge Statistics for Harrison, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Harrison, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 204 meters (669ft) Total costs: $954,000 Total average daily traffic: 429,206 Total average daily truck traffic: 34,515 National Bridge Inventory (NBI) Registered Bridges for Harrison
Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 900019, Location: WEST HUDSON PARK HARRISON (Lat: 40.753417, Lng: -74.157361), Route carried "on" structure: County highway , Year Built: 1911, Year Reconstructed: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,635 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,216 (year 2026), Features Intersected: PARK LAKE AND FOOTPATH, Facility Carried by Structure: W HUDSON PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $36,000, Total Project Cost: $500,000 ( Estimate for 2004) Find on map >>
Structure Number: 90002, Location: WEST HUDSON PARK HARRISON (Lat: 40.753472, Lng: -74.152250), Route carried "on" structure: City street , Year Built: 1911, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,615 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,191 (year 2026), Features Intersected: DAVIS AVENUE, Facility Carried by Structure: W HUDSON PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $139,000, Total Project Cost: $454,000 ( Estimate for 2004) Find on map >>
Structure Number: 914156, Location: 0.29 MI E OF RT 21 JCT (Lat: 40.747053, Lng: -74.162697), Route carried "on" structure: Ramp Interstate 280, Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,900 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,700 (year 2027), Design Load: HS 20+Mod, Features Intersected: HAMILTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.673, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 914157, Location: 0.2 MI EAST OF RT 21 JCT. (Lat: 40.747200, Lng: -74.161800), Route carried "on" structure: Ramp Interstate 280, Year Built: 1980, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,330 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 10,260 (year 2026), Design Load: HS 20+Mod, Features Intersected: HAMILTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.673, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 914158, Location: .2 MI EAST OF PASSAIC RIV (Lat: 40.747086, Lng: -74.162483), Route carried "on" structure: Interstate 280, Year Built: 1980, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 68,322 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 82,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: CITY STREETS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.011, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 914159, Location: 0.5 MI EAST OF PASSAIC RI (Lat: 40.744606, Lng: -74.159300), Route carried "on" structure: Interstate 280, Year Built: 1980, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 79,428 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 95,314 (year 2024), Design Load: HS 20+Mod, Features Intersected: WARREN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.172, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 91416, Location: 0.5 MI EAST OF PASSAIC RV (Lat: 40.743889, Lng: -74.158333), Route carried "on" structure: Interstate 280, Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 71,082 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 105,624 (year 2028), Design Load: HS 20+Mod, Features Intersected: SUSSEX STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.269, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 51.6m (169.3ft) Condition: Deck: Good, 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 914161, Location: .5 MI. EAST OF PASSAIC RI (Lat: 40.745000, Lng: -74.160000), Route carried "on" structure: Interstate 280, Year Built: 1980, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 68,300 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 95,600 (year 2027), Design Load: HS 20+Mod, Features Intersected: BERGEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.333, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 36.7m (120.4ft), Out-to-Out Width: 38.6m (126.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 914162, Location: AT I-280,EXIT-16 (Lat: 40.742658, Lng: -74.156169), Route carried "on" structure: Interstate 280, Year Built: 1980, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 68,322 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 82,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ESSEX,5TH & RODGERS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.623, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 90002, Location: WEST HUDSON PARK HARRISON (Lat: 40.753472, Lng: -74.152250), Route carried "under" structure: City street , Year Built: 1911, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 410 (year 2006), Truck Traffic: 3%, Features Intersected: DAVIS AVENUE, Facility Carried by Structure: W HUDSON PARK ROAD Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 914156, Location: 0.29 MI E OF RT 21 JCT (Lat: 40.747053, Lng: -74.162697), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 3%, Features Intersected: HAMILTON STREET, Facility Carried by Structure: I-280 RAMP "A" Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.497, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 914157, Location: 0.2 MI EAST OF RT 21 JCT. (Lat: 40.747200, Lng: -74.161800), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,380 (year 2006), Truck Traffic: 3%, Features Intersected: HAMILTON STREET, Facility Carried by Structure: I-280 RAMP B Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.497, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 914158, Location: .2 MI EAST OF PASSAIC RIV (Lat: 40.747086, Lng: -74.162483), Route carried "under" structure: County highway 508, Year Built: 1980, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 11,721 (year 2003), Truck Traffic: 4%, Features Intersected: CITY STREETS, Facility Carried by Structure: I-280 Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 20.584, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 914158, Location: .2 MI EAST OF PASSAIC RIV (Lat: 40.747086, Lng: -74.162483), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 1,775 (year 2006), Truck Traffic: 1%, Features Intersected: CITY STREETS, Facility Carried by Structure: I-280 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 914158, Location: .2 MI EAST OF PASSAIC RIV (Lat: 40.747086, Lng: -74.162483), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 1,185 (year 2006), Truck Traffic: 1%, Features Intersected: CITY STREETS, Facility Carried by Structure: I-280 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.465, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 914159, Location: 0.5 MI EAST OF PASSAIC RI (Lat: 40.744606, Lng: -74.159300), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 780 (year 2006), Truck Traffic: 3%, Features Intersected: WARREN STREET, Facility Carried by Structure: I-280 & RAMPS E&F Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 91416, Location: 0.5 MI EAST OF PASSAIC RV (Lat: 40.743889, Lng: -74.158333), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 849 (year 2008), Truck Traffic: 1%, Features Intersected: SUSSEX STREET, Facility Carried by Structure: I-280 & RAMPS E&F Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 914161, Location: .5 MI. EAST OF PASSAIC RI (Lat: 40.745000, Lng: -74.160000), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,214 (year 2007), Truck Traffic: 1%, Features Intersected: BERGEN STREET, Facility Carried by Structure: I-280 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 914162, Location: AT I-280,EXIT-16 (Lat: 40.742658, Lng: -74.156169), Route carried "under" structure: County highway 697, Year Built: 1980, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 26,018 (year 2003), Truck Traffic: 3%, Features Intersected: ESSEX,5TH & RODGERS BLVD, Facility Carried by Structure: RT I-280 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.046, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 914162, Location: AT I-280,EXIT-16 (Lat: 40.742658, Lng: -74.156169), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 8,200 (year 2006), Truck Traffic: 1%, Features Intersected: ESSEX,5TH & RODGERS BLVD, Facility Carried by Structure: RT I-280 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 914162, Location: AT I-280,EXIT-16 (Lat: 40.742658, Lng: -74.156169), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 240 (year 2006), Truck Traffic: 1%, Features Intersected: ESSEX,5TH & RODGERS BLVD, Facility Carried by Structure: RT I-280 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Discuss this city on our hugely popular New Jersey forum Back to: Harrison, NJ, New Jersey, All US cities.
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