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Bridge Statistics for Bayonne, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bayonne, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 104 meters (341ft) Total costs: $5,631,000 Total average daily traffic: 413,565 Total average daily truck traffic: 20,878 National Bridge Inventory (NBI) Registered Bridges for Bayonne
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 900022, Location: BAYONNE PARK BAYONNE (Lat: 40.688639, Lng: -74.124500), Route carried "on" structure: City street , Year Built: 1916, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 361 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2026), Features Intersected: PARK FOOTPATH, Facility Carried by Structure: BAYONNE PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 900023, Location: BAYONNE PARK BAYONNE (Lat: 40.693056, Lng: -74.122389), Route carried "on" structure: City street , Year Built: 1916, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 428 (year 2026), Features Intersected: PARK FOOTPATH, Facility Carried by Structure: BAYONNE PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 900024, Location: BAYONNE PARK BAYONNE (Lat: 40.684806, Lng: -74.120111), Route carried "on" structure: City street , Year Built: 1916, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 359 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 438 (year 2026), Features Intersected: PARK FOOTPATH, Facility Carried by Structure: BAYONNE 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: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 90513, Location: 0.5 MI.E OF CR 501 (Lat: 40.666667, Lng: -74.110000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,330 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 11,390 (year 2027), Design Load: HS 20+Mod, Features Intersected: HBLRT-BAYONNEBR&CONRAIL, Facility Carried by Structure: E 30TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $51,000, Total Project Cost: $183,000 ( 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: 913152, Location: 0.84 MI SOUTH OF I-78 JCT (Lat: 40.678333, Lng: -74.101667), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 2,230 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 3,310 (year 2025), Design Load: HS 20, Features Intersected: RT 169,CONRAIL&NJ TRNSIT, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 913155, Location: .25 MI SOUTH OF I-78 (Lat: 40.691667, Lng: -74.105000), Route carried "on" structure: State highway 440, Year Built: 1971, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,405 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 14,047 (year 2024), Design Load: HS 20+Mod, Features Intersected: JFK BLVD (CO RT 501) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.337, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: 915151, Location: 03MI E OF NJTPK & 440 JCT (Lat: 40.696667, Lng: -74.106667), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 5,202 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 6,242 (year 2026), Design Load: HS 20+Mod, Features Intersected: Rt. NJ 440, Facility Carried by Structure: WEST 63RD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 921151, Location: .4 MI N.OF BAYONNE BRIDGE (Lat: 40.653611, Lng: -74.134722), Route carried "on" structure: State highway 440, Year Built: 1992, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,300 (year 2026), Design Load: HS 20+Mod, Features Intersected: JFK BOULEVARD (CR 501) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.433, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $78,000 ( Estimate for 2003), 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: 921152, Location: 0.4 MI N OF BAYONNE BRDGE (Lat: 40.654167, Lng: -74.134444), Route carried "on" structure: State highway 440, Year Built: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,300 (year 2026), Design Load: HS 20+Mod, Features Intersected: JFK BOULEVARD (CR 501) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.433, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 921154, Location: 2.9M S OF NJTPK EXIT 14A (Lat: 40.654167, Lng: -74.129167), Route carried "on" structure: State highway 440, Year Built: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 23,750 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 29,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: AVENUE "C" Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.899, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 921156, Location: 0.41 ML NORTH OF JFK BLVD (Lat: 40.653889, Lng: -74.126667), Route carried "on" structure: State highway 440, Year Built: 1988, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 23,750 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 29,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.076, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 921158, Location: 2.6 MI.S.OF NJTPK INT.14A (Lat: 40.654444, Lng: -74.125000), Route carried "on" structure: State highway 440, Year Built: 1988, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 24,000 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 29,300 (year 2028), Design Load: HS 20+Mod, Features Intersected: LINNET STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.270, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Better than present minimum criteria, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 96315, Location: .6 MI E OF JF KENNEDY BUD (Lat: 40.670000, Lng: -74.110000), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,330 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 8,940 (year 2027), Features Intersected: HBLRT-BAYONNEBR&CONRAIL, Facility Carried by Structure: EAST 32ND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 14.9m (48.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $1,764,000, Roadway Improvement Cost: $353,000, Total Project Cost: $5,370,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3800076, Location: 2 MI. N. OF BAYONNE BRDG (Lat: 40.705000, Lng: -74.106667), Route carried "on" structure: Ramp State highway 440, Year Built: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 6,540 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,850 (year 2027), Design Load: HS 20+Mod, Features Intersected: J. F. KENNEDY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.433, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: Toll bridge is a segment, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: N003, Location: .8 MI E OF NEWARK BAY (Lat: 40.693333, Lng: -74.105000), Route carried "on" structure: Interstate 78, Year Built: 1955, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 89,805 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 121,230 (year 2026), Design Load: HS 20, Features Intersected: KENNEDY BLVD(CO.RTE.501), Facility Carried by Structure: NJ TPK HUD.CO.EXT. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.087, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 913152, Location: 0.84 MI SOUTH OF I-78 JCT (Lat: 40.678333, Lng: -74.101667), Route carried "under" structure: State highway 169, Year Built: 1960, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 36,160 (year 2005), Truck Traffic: 4%, Features Intersected: RT 169,CONRAIL&NJ TRNSIT, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 34.923, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 913155, Location: .25 MI SOUTH OF I-78 (Lat: 40.691667, Lng: -74.105000), Route carried "under" structure: County highway 501, Year Built: 1971, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 19,586 (year 2004), Truck Traffic: 4%, Features Intersected: JFK BLVD (CO RT 501), Facility Carried by Structure: NJ ROUTE 440 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 38.463, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 915151, Location: 03MI E OF NJTPK & 440 JCT (Lat: 40.696667, Lng: -74.106667), Route carried "under" structure: State highway 440, Year Built: 1972, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 50,667 (year 2006), Truck Traffic: 4%, Features Intersected: Rt. NJ 440, Facility Carried by Structure: WEST 63RD STREET Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 38.656, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 921151, Location: .4 MI N.OF BAYONNE BRIDGE (Lat: 40.653611, Lng: -74.134722), Route carried "under" structure: County highway 501, Year Built: 1992, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 12,050 (year 2006), Truck Traffic: 4%, Features Intersected: JFK BOULEVARD (CR 501), Facility Carried by Structure: NJ ROUTE 440 NB Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 38.463, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 921152, Location: 0.4 MI N OF BAYONNE BRDGE (Lat: 40.654167, Lng: -74.134444), Route carried "under" structure: County highway 501, Year Built: 1992, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 12,050 (year 2006), Truck Traffic: 4%, Features Intersected: JFK BOULEVARD (CR 501), Facility Carried by Structure: NJ ROUTE 440 SB Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 38.318, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 921154, Location: 2.9M S OF NJTPK EXIT 14A (Lat: 40.654167, Lng: -74.129167), Route carried "under" structure: City street , Year Built: 1989, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,080 (year 2005), Truck Traffic: 1%, Features Intersected: AVENUE "C", Facility Carried by Structure: NJ RT 440 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.9m (52.2ft) Find on map >>
Structure Number: 921156, Location: 0.41 ML NORTH OF JFK BLVD (Lat: 40.653889, Lng: -74.126667), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5,200 (year 2005), Truck Traffic: 4%, Features Intersected: BROADWAY, Facility Carried by Structure: NJ ROUTE 440 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.129, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 921158, Location: 2.6 MI.S.OF NJTPK INT.14A (Lat: 40.654444, Lng: -74.125000), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,580 (year 2006), Truck Traffic: 2%, Features Intersected: LINNET STREET, Facility Carried by Structure: NJ ROUTE 440 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 3800076, Location: 2 MI. N. OF BAYONNE BRDG (Lat: 40.705000, Lng: -74.106667), Route carried "under" structure: County highway 501, Year Built: 1989, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,180 (year 2007), Truck Traffic: 4%, Features Intersected: J. F. KENNEDY BLVD, Facility Carried by Structure: NJ440 RAMP Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 38.463, Lanes on structure: 2, Lanes under structure: 4, Toll: Toll bridge is a segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: N003, Location: .8 MI E OF NEWARK BAY (Lat: 40.693333, Lng: -74.105000), Route carried "under" structure: County highway 501, Year Built: 1955, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 16,600 (year ), Features Intersected: KENNEDY BLVD(CO.RTE.501), Facility Carried by Structure: NJ TPK HUD.CO.EXT. Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 43.324, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Discuss this city on our hugely popular New Jersey forum Back to: Bayonne, NJ, New Jersey, All US cities.
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