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Bridge Statistics for Bloomfield, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bloomfield, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 60 Total length: 253 meters (830ft) Total costs: $25,591,000 Total average daily traffic: 2,876,609 Total average daily truck traffic: 13,855 National Bridge Inventory (NBI) Registered Bridges for Bloomfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 700004, Location: WEST OF GSP OVERPASS (Lat: 40.790072, Lng: -74.195342), Route carried "on" structure: County highway 506, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 13,066 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,928 (year 2026), Design Load: HS 20, Features Intersected: SECOND RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.293, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 0.0m, Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700011, Location: EAST OF BROAD STREET (Lat: 40.812481, Lng: -74.193672), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 18,630 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 22,356 (year 2027), Design Load: HS 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: BAY AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 700019, Location: 0.02 MI S OF GSP EXIT 148 (Lat: 40.789828, Lng: -74.194011), Route carried "on" structure: County highway 509, Year Built: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,732 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,679 (year 2027), Design Load: HS 20+Mod, Features Intersected: SECOND RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 70002, Location: 0.42 Mi North of DODD Sta (Lat: 40.786875, Lng: -74.203853), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,347 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 13,843 (year 2026), Design Load: HS 20, Features Intersected: SECOND RIVER, Facility Carried by Structure: PROSPECT &GLENWOOD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 45.3m (148.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700023, Location: .37 MILES NO. OF BEL. AVE (Lat: 40.805764, Lng: -74.191667), Route carried "on" structure: County highway 652, Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 19,052 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 23,244 (year 2026), Design Load: HS 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: JFK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Out-to-Out Width: 74.7m (245.1ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 700033, Location: 265' W OF GSP ENTR (Lat: 40.828703, Lng: -74.178631), Route carried "on" structure: County highway 655, Year Built: 1954, Year Reconstructed: 1982, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 21,918 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,740 (year 2026), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $70,000, Total Project Cost: $250,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700055, Location: 200' NW OF NEWARK AVE (Lat: 40.789892, Lng: -74.190194), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,701 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,293 (year 2026), Features Intersected: SECOND RIVER, Facility Carried by Structure: WEST STREET 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), Skew: 2 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: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,000,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700059, Location: 0.1 MI S.OF MONTGOMERY ST (Lat: 40.791572, Lng: -74.185833), Route carried "on" structure: City street , Year Built: 1922, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,864 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,238 (year 2026), Features Intersected: SECOND RIVER, Facility Carried by Structure: BERKELEY 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), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Bridge Improvement Cost: $2,500,000, Roadway Improvement Cost: $500,000, Total Project Cost: $3,000,000 ( Estimate for 2024), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700061, Location: 100' WEST OF JFK DRIVE (Lat: 40.806947, Lng: -74.191919), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,823 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,444 (year 2026), Design Load: HS 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: BALDWIN STREET 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: Bituminous Find on map >>
Structure Number: 700062, Location: 200' E. BROAD STREET (Lat: 40.806017, Lng: -74.192011), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,184 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,821 (year 2026), Features Intersected: THIRD RIVER, Facility Carried by Structure: JAMES STREET 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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, 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: 70007, Location: 0.2MI S.OF BLOOMFIELD AV (Lat: 40.790928, Lng: -74.200422), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,149 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,779 (year 2027), Design Load: HS 20+Mod, Features Intersected: TONEY'S BROOK, Facility Carried by Structure: GLENWOOD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 700081, Location: 0.1 mi east of CR 509 (Lat: 40.806319, Lng: -74.191800), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 2002, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,491 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 8,990 (year 2027), Features Intersected: JFK DRIVE, Facility Carried by Structure: JAMES STREET 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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700082, Location: 0.1 mi east of CR 509 (Lat: 40.807186, Lng: -74.191478), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 2005, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,881 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 3,457 (year 2027), Features Intersected: JFK DRIVE, Facility Carried by Structure: BALDWIN STREET 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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700086, Location: 50 FT EAST OF CR 509 (Lat: 40.809442, Lng: -74.192267), Route carried "on" structure: City street , Year Built: 1908, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,105 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 3,726 (year 2027), Features Intersected: THIRD RIVER, Facility Carried by Structure: HOOVER AVENUE 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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Inventory Rating: 23.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 705165, Location: JUST S OF WATCHUNG AV (Lat: 40.827917, Lng: -74.179361), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,815 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 8,313 (year 2026), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER, Facility Carried by Structure: BROUGHTON AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $25,000, Total Project Cost: $25,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 705865, Location: APPROX 500FT N THOMAS ST (Lat: 40.793217, Lng: -74.201131), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,608 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 4,402 (year 2026), Features Intersected: TONEYS BROOK, Facility Carried by Structure: WASHINGTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 75516, Location: 0.15 MI S OF WATSESSING A (Lat: 40.776636, Lng: -74.198406), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,682 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 5,618 (year 2027), Features Intersected: ORANGE IND.TRACK (ABAND), Facility Carried by Structure: SOUT H ARLINGTONAV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), 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: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,472,000, Roadway Improvement Cost: $150,000, Total Project Cost: $4,384,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 762159, Location: 0.7MI NE of GDN ST Pkwy (Lat: 40.777517, Lng: -74.197283), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 6,555 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 7,866 (year 2027), Features Intersected: Montclair Boonton Line, Facility Carried by Structure: N Arlington Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Superstructure: Fair, Substructure: Good, Operating Rating: 44.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $270,000, Total Project Cost: $4,056,000 ( Estimate for 2007) Find on map >>
Structure Number: 762162, Location: 0.15MI East of G S Pkwy (Lat: 40.783050, Lng: -74.198567), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 14,261 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 17,113 (year 2027), Features Intersected: Montclair Boonton Line, Facility Carried by Structure: Watsessing Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $302,000, Total Project Cost: $4,532,000 ( Estimate for 2007) Find on map >>
Structure Number: 76315, Location: 0.16 MI East of G S Pkwy (Lat: 40.783667, Lng: -74.198783), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 12,384 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 14,861 (year 2027), Features Intersected: Montclair Line MP 10.96, Facility Carried by Structure: Orange Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $403,000, Total Project Cost: $6,048,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361488T, Location: 1.7 MILES NORTH OF I280 (Lat: 40.781786, Lng: -74.201506), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 173,887 (year 2007), Average Future Daily Traffic: 234,747 (year 2027), Design Load: H 20, Features Intersected: DODD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.470, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 31.8m (104.3ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361489T, Location: 1.8 MILES NORTH OF I280 (Lat: 40.783714, Lng: -74.201314), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 1964, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 197,134 (year 2007), Average Future Daily Traffic: 266,131 (year 2027), Design Load: H 20, Features Intersected: MYRTLE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.712, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 50.9m (167.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 51.6m (169.3ft), Out-to-Out Width: 54.3m (178.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361491A, Location: 2 MI N OF GSP&RT280 JCT (Lat: 40.786667, Lng: -74.200000), Route carried "on" structure: Ramp Other road GSP, Year Built: 1964, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 17,938 (year 2006), Average Future Daily Traffic: 23,319 (year 2026), Design Load: H 20, Features Intersected: NJ TRANS & 5B SERVICE RD, Facility Carried by Structure: SB ENTRANCE RAMP Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 239.953, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.8m (19.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 3, Length of Maximum Span: 50.6m (166.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.30m (73.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361492A, Location: 2 MI N OF GSP&RT280 JCT (Lat: 40.783333, Lng: -74.200000), Route carried "on" structure: Other road GSP, Year Built: 1964, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 16,210 (year 2006), Average Future Daily Traffic: 19,500 (year 2026), Design Load: H 20, Features Intersected: NJ TRANSIT, Facility Carried by Structure: NB SERVICE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.114, Lanes on structure: 1, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361492T, Location: 2 MI N OF GSP&RT280 JCT (Lat: 40.788333, Lng: -74.200000), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 158,000 (year 2006), Average Future Daily Traffic: 189,600 (year 2026), Design Load: H 20, Features Intersected: EL RR (MONTCLAIR BR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.114, Lanes on structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 48.8m (160.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 45.8m (150.3ft), Out-to-Out Width: 52.5m (172.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361494A, Location: 2.25 MI N OF GSP&I280 JC (Lat: 40.791667, Lng: -74.196667), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,020 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 13,230 (year 2026), Design Load: HS 20, Features Intersected: SECOND RIVER, Facility Carried by Structure: SB SERVICE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.436, Lanes on structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2006, Critical Feature Inspection Date: March 2006, Roadway Improvement Cost: $18,000, Total Project Cost: $18,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361494T, Location: 2.4 MILES NORTH OF I280 (Lat: 40.788333, Lng: -74.195000), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 17.04m (55.91ft), Average Daily Traffic: 165,500 (year 2006), Average Future Daily Traffic: 198,550 (year 2026), Design Load: H 20, Features Intersected: CR 506 S & FRANKLIN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.516, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.00m (55.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361495A, Location: 2.35 MI N OF GSP&I280 JC (Lat: 40.791667, Lng: -74.196667), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 11,080 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 13,300 (year 2026), Design Load: HS 20, Features Intersected: SECOND RIVER, Facility Carried by Structure: NB SERVICE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.597, Lanes on structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $1,000, Total Project Cost: $133,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361497T, Location: 2.5 MI N OF GSP&I280 JCT (Lat: 40.793333, Lng: -74.195000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 12,406 (year 2026), Design Load: H 20, Features Intersected: GARDEN ST PKWY NB & SB, Facility Carried by Structure: MONTGOMERY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.935, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 361499T, Location: 2.75 MI NE OF GSP&I280 JC (Lat: 40.796667, Lng: -74.195000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 11,830 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,200 (year 2026), Design Load: H 20, Features Intersected: GARDEN ST PKWY NB & SB, Facility Carried by Structure: LIBERTY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361502T, Location: 3 MI NE OF GSP&I-280 JCT (Lat: 40.798333, Lng: -74.190000), Route carried "on" structure: County highway 506, Year Built: 1954, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 18,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 21,850 (year 2026), Design Load: HS 20, Features Intersected: GARDEN ST PKWY NB & SB, Facility Carried by Structure: BELLEVILLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), 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: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $1,000, Total Project Cost: $34,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 361503A, Location: 3.15MI N OF GSP&I-280 JCT (Lat: 40.800000, Lng: -74.188333), Route carried "on" structure: Ramp Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,380 (year 2006), Average Future Daily Traffic: 4,050 (year 2026), Design Load: H 20, Features Intersected: THIRD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.884, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $20,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361503T, Location: 3.15 N OF GSP&I-280 JCT (Lat: 40.800000, Lng: -74.188333), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 166,340 (year 2006), Average Future Daily Traffic: 202,934 (year 2026), Design Load: H 20, Features Intersected: THIRD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.884, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.7m (104.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361504T, Location: 3.25MI N OF GSP&I-280 JCT (Lat: 40.800000, Lng: -74.188333), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 166,340 (year 2006), Average Future Daily Traffic: 202,935 (year 2026), Design Load: H 20, Features Intersected: TAIL RACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.045, Lanes on structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 38.4m (126.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 43.5m (142.7ft) Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361511T, Location: 4.0 MILES NORTH OF I280 (Lat: 40.810000, Lng: -74.183333), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 157,500 (year 2006), Average Future Daily Traffic: 212,600 (year 2026), Design Load: H 20, Features Intersected: HOOVER AVENUE, Facility Carried by Structure: GARDEN STATE PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 243.172, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 34.2m (112.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $1,000, Total Project Cost: $229,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 361514T, Location: 2.75 MI S OF GSP&RT3 JCT (Lat: 40.813333, Lng: -74.180000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 7,680 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,300 (year 2026), Design Load: H 20, Features Intersected: GARDEN ST PKWY NB & SB, Facility Carried by Structure: MILTON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 45.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $1,000, Total Project Cost: $172,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361516T, Location: 2.5 MI S OF GSP&RT3 JCT (Lat: 40.816667, Lng: -74.180000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 11,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 16,100 (year 2026), Design Load: HS 20, Features Intersected: GSP NB & SB, Facility Carried by Structure: E PASSAIC AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 361524S, Location: 1.75 MI S OF GSP&RT3 JCT (Lat: 40.828333, Lng: -74.176667), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 14,050 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 19,000 (year 2026), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY SB, Facility Carried by Structure: WATCHUNG AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $1,000, Total Project Cost: $734,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361525N, Location: 1.75 MI S OF GSP&RT3 JCT (Lat: 40.828333, Lng: -74.176667), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 18,900 (year 2026), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY NB, Facility Carried by Structure: WATCHUNG AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $1,000, Total Project Cost: $739,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 361528T, Location: 5.7 MILES NORTH OF I280 (Lat: 40.835000, Lng: -74.178333), Route carried "on" structure: County highway 622, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 8.54m (28.02ft), Average Daily Traffic: 17,600 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 23,800 (year 2026), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 3, Lanes under structure: 8, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.6m (90.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $27,000, Total Project Cost: $95,000 ( Estimate for 2001), 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: 361529A, Location: 1 MI S OF GSP & RT3 JCT (Lat: 40.838333, Lng: -74.180000), Route carried "on" structure: Ramp Other road GSP, Year Built: 1953, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 8,500 (year 2006), Average Future Daily Traffic: 11,900 (year 2026), Design Load: H 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: SB ENT FR SER AREA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.069, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $1,000, Total Project Cost: $86,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 361530S, Location: 1 MI S OF GSP & RT3 JCT (Lat: 40.838333, Lng: -74.180000), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 82,200 (year 2006), Average Future Daily Traffic: 111,000 (year 2026), Design Load: H 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: GARDEN ST PKWY SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.230, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $1,000, Total Project Cost: $17,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 361531N, Location: 1 MI S OF GSP & RT 3 JCT (Lat: 40.838333, Lng: -74.180000), Route carried "on" structure: Other road GSP, Year Built: 1954, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 85,000 (year 2006), Average Future Daily Traffic: 115,000 (year 2026), Design Load: H 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: GARDEN ST PKWY NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.391, Lanes on structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular New Jersey forum Back to: Bloomfield, NJ, New Jersey, All US cities.
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