Bridge Statistics for Lincoln Park, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 135ft / 41.4mTotal length
- $12,038,000Total costs
- 91,167Total average daily traffic
- 3,404Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lincoln Park
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 31930-1939
- 11950-1959
- 21960-1969
- 21970-1979
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 36.4%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 36.4%Good
- 9.1%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 36.4%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 18.2%Good
- 72.7%Satisfactory
- 9.1%Fair
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Structure Number: 140015, Location: 0.1 Mile West of CR 683 (Lat: 40.943539, Lng: -74.279639), Route carried "on" structure: County highway 504, Year Built: 1925, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,252 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,502 (year 2041), Features Intersected: Pompton River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.433, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $3,869,000, Roadway Improvement Cost: $56,000, Total Project Cost: $5,206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140015, Location: 0.1 Mile West of CR 683 (Lat: 40.943539, Lng: -74.279639), Route carried "on" structure: County highway 504, Year Built: 1925, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,252 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,502 (year 2041), Features Intersected: Pompton River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.433, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $3,869,000, Roadway Improvement Cost: $56,000, Total Project Cost: $5,206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400227, Location: 0.60 MI NORTH OF CR 655A (Lat: 40.933361, Lng: -74.341989), Route carried "on" structure: County highway 504, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,989 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,386 (year 2041), Design Load: HS 25 or greater, Features Intersected: Beaver Dam Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400227, Location: 0.60 MI NORTH OF CR 655A (Lat: 40.933361, Lng: -74.341989), Route carried "on" structure: County highway 504, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,989 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,386 (year 2041), Design Load: HS 25 or greater, Features Intersected: Beaver Dam Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 140024, Location: Brook St & Park Ave Jct (Lat: 40.924269, Lng: -74.297389), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,581 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,097 (year 2041), Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Brook 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140024, Location: Brook St & Park Ave Jct (Lat: 40.924269, Lng: -74.297389), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,581 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,097 (year 2041), Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Brook 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400241, Location: 0.13 MI N OF PARK AVE (Lat: 40.926511, Lng: -74.293000), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,845 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,214 (year 2041), Design Load: HS 20+Mod, Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Ryerson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400241, Location: 0.13 MI N OF PARK AVE (Lat: 40.926511, Lng: -74.293000), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,845 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,214 (year 2041), Design Load: HS 20+Mod, Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Ryerson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400243, Location: 0.13 MILE NORTH OF CR 633 (Lat: 40.925019, Lng: -74.302161), Route carried "on" structure: Alternate County highway 511, Year Built: 1996, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,082 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,498 (year 2041), Design Load: HS 25 or greater, Features Intersected: Beaver Dam Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 61.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $22,000, Total Project Cost: $93,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400243, Location: 0.13 MILE NORTH OF CR 633 (Lat: 40.925019, Lng: -74.302161), Route carried "on" structure: Alternate County highway 511, Year Built: 1996, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,082 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,498 (year 2041), Design Load: HS 25 or greater, Features Intersected: Beaver Dam Brook
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 61.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $22,000, Total Project Cost: $93,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400244, Location: 0.03 MILE WEST OF CR 511A (Lat: 40.925161, Lng: -74.302461), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,381 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 4,057 (year 2041), Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Park Avenue
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $56,000, Total Project Cost: $298,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1400244, Location: 0.03 MILE WEST OF CR 511A (Lat: 40.925161, Lng: -74.302461), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,381 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 4,057 (year 2041), Features Intersected: Beaver Dam Brook, Facility Carried by Structure: Park Avenue
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $56,000, Total Project Cost: $298,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1400271, Location: 0.25 MI EAST OF CR 621 (Lat: 40.877961, Lng: -74.358100), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 364 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 437 (year 2041), Design Load: HS 20, Features Intersected: HATFIELD CREEK, Facility Carried by Structure: GATHERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 1400271, Location: 0.25 MI EAST OF CR 621 (Lat: 40.877961, Lng: -74.358100), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 364 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 437 (year 2041), Design Load: HS 20, Features Intersected: HATFIELD CREEK, Facility Carried by Structure: GATHERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 1400273, Location: 0.27 MILE NORTH OF I-80 (Lat: 40.897800, Lng: -74.272639), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 18,571 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,285 (year 2041), Design Load: HS 20, Features Intersected: Pompton River, Facility Carried by Structure: Two Bridges Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $4,153,000, Roadway Improvement Cost: $56,000, Total Project Cost: $6,126,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400273, Location: 0.27 MILE NORTH OF I-80 (Lat: 40.897800, Lng: -74.272639), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 18,571 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,285 (year 2041), Design Load: HS 20, Features Intersected: Pompton River, Facility Carried by Structure: Two Bridges Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $4,153,000, Roadway Improvement Cost: $56,000, Total Project Cost: $6,126,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400282, Location: 0.02 Mi E OF HOOK MT RD (Lat: 40.882250, Lng: -74.340400), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 8,081 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,697 (year 2041), Design Load: HS 25 or greater, Features Intersected: Passaic River, Facility Carried by Structure: Horseneck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400282, Location: 0.02 Mi E OF HOOK MT RD (Lat: 40.882250, Lng: -74.340400), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 8,081 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,697 (year 2041), Design Load: HS 25 or greater, Features Intersected: Passaic River, Facility Carried by Structure: Horseneck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1400287, Location: 0.24 Mi N OF CR 504 (Lat: 40.956169, Lng: -74.324061), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: HS 25 or greater, Features Intersected: West Ditch, Facility Carried by Structure: Sunset Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1400287, Location: 0.24 Mi N OF CR 504 (Lat: 40.956169, Lng: -74.324061), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: HS 25 or greater, Features Intersected: West Ditch, Facility Carried by Structure: Sunset Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 146215, Location: 3.6 MI NE I-287&US202 JCT (Lat: 40.924011, Lng: -74.302581), Route carried "on" structure: Alternate County highway 511, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 8,703 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,619 (year 2041), Design Load: HS 25 or greater, Features Intersected: MONTCLAIR LINE&PARK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 25.9m (85.0ft), 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: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Galvanized Reinforcing
Structure Number: 146215, Location: 3.6 MI NE I-287&US202 JCT (Lat: 40.924011, Lng: -74.302581), Route carried "on" structure: Alternate County highway 511, Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 8,703 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,619 (year 2041), Design Load: HS 25 or greater, Features Intersected: MONTCLAIR LINE&PARK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Lanes under structure: 2, Owner: State Agenciy, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 25.9m (85.0ft), 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: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Galvanized Reinforcing
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Structure Number: 1600024, Location: 0.3 MI W OF NJ 23 (Lat: 40.914400, Lng: -74.271039), Route carried "on" structure: US 202, Year Built: 1958, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 14,540 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,590 (year 2041), Design Load: HS 20, Features Intersected: POMPTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.343, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $80,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1600024, Location: 0.3 MI W OF NJ 23 (Lat: 40.914400, Lng: -74.271039), Route carried "on" structure: US 202, Year Built: 1958, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 14,540 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,590 (year 2041), Design Load: HS 20, Features Intersected: POMPTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.343, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $80,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 146215, Location: 3.6 MI NE I-287&US202 JCT (Lat: 40.924011, Lng: -74.302581), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 583 (year 2021), Truck Traffic: 3%, Features Intersected: MONTCLAIR LINE&PARK AVE., Facility Carried by Structure: COMLY RD ALT CR511
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 2.157, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 146215, Location: 3.6 MI NE I-287&US202 JCT (Lat: 40.924011, Lng: -74.302581), Route carried "under" structure: City street , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 583 (year 2021), Truck Traffic: 3%, Features Intersected: MONTCLAIR LINE&PARK AVE., Facility Carried by Structure: COMLY RD ALT CR511
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 2.157, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)