Bridge Statistics for Livingston, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 59ft / 17.8mTotal length
- $893,000Total costs
- 202,370Total average daily traffic
- 7,496Total average daily truck traffic
- 246,943Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Livingston
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 51950-1959
- 41960-1969
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 57.1%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 60.0%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 66.7%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 18.8%Good
- 37.5%Satisfactory
- 31.3%Fair
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Structure Number: 700001, Location: 0.42 mi west of CR 649 (Lat: 40.765681, Lng: -74.338131), Route carried "on" structure: County highway 510, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20,414 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2039), Design Load: HS 20, Features Intersected: Slough Brook, Facility Carried by Structure: S. Orange Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.817, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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: Bituminous
Structure Number: 700001, Location: 0.42 mi west of CR 649 (Lat: 40.765681, Lng: -74.338131), Route carried "on" structure: County highway 510, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20,414 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2039), Design Load: HS 20, Features Intersected: Slough Brook, Facility Carried by Structure: S. Orange Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.817, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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: Bituminous
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Structure Number: 700007, Location: 1.24 MI WEST OF Rt 527 (Lat: 40.761869, Lng: -74.328011), Route carried "on" structure: County highway 510, Year Built: 1947, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,780 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 23,736 (year 2039), Features Intersected: Canoe Brook, Facility Carried by Structure: S. Orange Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.766, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700007, Location: 1.24 MI WEST OF Rt 527 (Lat: 40.761869, Lng: -74.328011), Route carried "on" structure: County highway 510, Year Built: 1947, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,780 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 23,736 (year 2039), Features Intersected: Canoe Brook, Facility Carried by Structure: S. Orange Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.766, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700016, Location: APPX 1000FT SOUTH OF RT10 (Lat: 40.792669, Lng: -74.343489), Route carried "on" structure: County highway 609, Year Built: 1968, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 23,393 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,071 (year 2041), Design Load: HS 20, Features Intersected: Willow Brook, Facility Carried by Structure: Eisenhower Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Superior to present desirable 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: Bituminous
Structure Number: 700016, Location: APPX 1000FT SOUTH OF RT10 (Lat: 40.792669, Lng: -74.343489), Route carried "on" structure: County highway 609, Year Built: 1968, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 23,393 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,071 (year 2041), Design Load: HS 20, Features Intersected: Willow Brook, Facility Carried by Structure: Eisenhower Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Superior to present desirable 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: Bituminous
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Structure Number: 700034, Location: 1.9 mi east of NJ 10 (Lat: 40.773531, Lng: -74.321689), Route carried "on" structure: County highway 508, Year Built: 1923, Year Reconstructed: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15,691 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,136 (year 2041), Design Load: HL 93, Features Intersected: Canoe Brook, Facility Carried by Structure: East Northfield Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700034, Location: 1.9 mi east of NJ 10 (Lat: 40.773531, Lng: -74.321689), Route carried "on" structure: County highway 508, Year Built: 1923, Year Reconstructed: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15,691 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,136 (year 2041), Design Load: HL 93, Features Intersected: Canoe Brook, Facility Carried by Structure: East Northfield Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700038, Location: 0.25MI.E OF S.LIVINSTN AV (Lat: 40.787781, Lng: -74.312569), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,803 (year 2040), Design Load: H 15, Features Intersected: CANOE BROOK, Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700038, Location: 0.25MI.E OF S.LIVINSTN AV (Lat: 40.787781, Lng: -74.312569), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,803 (year 2040), Design Load: H 15, Features Intersected: CANOE BROOK, Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700085, Location: 0.34MI.W.OF JFK PARKWAY (Lat: 40.773911, Lng: -74.333139), Route carried "on" structure: County highway 608, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,134 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,360 (year 2041), Design Load: HS 20, Features Intersected: Slough Brook, Facility Carried by Structure: W. Hobart Gap Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 700085, Location: 0.34MI.W.OF JFK PARKWAY (Lat: 40.773911, Lng: -74.333139), Route carried "on" structure: County highway 608, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,134 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,360 (year 2041), Design Load: HS 20, Features Intersected: Slough Brook, Facility Carried by Structure: W. Hobart Gap Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 700089, Location: 200 FT WEST of NJ 10 (Lat: 40.795731, Lng: -74.343050), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: Willow Brook, Facility Carried by Structure: Old Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Better than 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: Bituminous
Structure Number: 700089, Location: 200 FT WEST of NJ 10 (Lat: 40.795731, Lng: -74.343050), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: Willow Brook, Facility Carried by Structure: Old Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Better than 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: Bituminous
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Structure Number: 70009, Location: 2.24 mi east of NJ 10 (Lat: 40.772381, Lng: -74.315219), Route carried "on" structure: County highway 508, Year Built: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 18,811 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,573 (year 2041), Features Intersected: Bear Brook, Facility Carried by Structure: East Northfield Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70009, Location: 2.24 mi east of NJ 10 (Lat: 40.772381, Lng: -74.315219), Route carried "on" structure: County highway 508, Year Built: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 18,811 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,573 (year 2041), Features Intersected: Bear Brook, Facility Carried by Structure: East Northfield Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700102, Location: 600' E.OF LIVINGSTON AVE (Lat: 40.784769, Lng: -74.311769), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,242 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,835 (year 2040), Design Load: HS 20, Features Intersected: CANOE BROOK, Facility Carried by Structure: WEST OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700102, Location: 600' E.OF LIVINGSTON AVE (Lat: 40.784769, Lng: -74.311769), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,242 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,835 (year 2040), Design Load: HS 20, Features Intersected: CANOE BROOK, Facility Carried by Structure: WEST OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700665, Location: 1.6 mi N of Rt 508 (Lat: 40.789869, Lng: -74.312119), Route carried "on" structure: County highway 527, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,340 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,200 (year 2039), Design Load: HS 20, Features Intersected: N. Branch of Canoe Brook, Facility Carried by Structure: East Cedar Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700665, Location: 1.6 mi N of Rt 508 (Lat: 40.789869, Lng: -74.312119), Route carried "on" structure: County highway 527, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,340 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,200 (year 2039), Design Load: HS 20, Features Intersected: N. Branch of Canoe Brook, Facility Carried by Structure: East Cedar Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700765, Location: 1.5 mi N of RT 508 (Lat: 40.789169, Lng: -74.311039), Route carried "on" structure: County highway 527, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,535 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 11,445 (year 2039), Design Load: HS 20, Features Intersected: S. Branch of Canoe Brook, Facility Carried by Structure: East Cedar Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.841, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700765, Location: 1.5 mi N of RT 508 (Lat: 40.789169, Lng: -74.311039), Route carried "on" structure: County highway 527, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,535 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 11,445 (year 2039), Design Load: HS 20, Features Intersected: S. Branch of Canoe Brook, Facility Carried by Structure: East Cedar Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.841, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700965, Location: APRX 500 FT W OF LAUREL A (Lat: 40.801669, Lng: -74.298289), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,540 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,850 (year 2039), Design Load: HS 20, Features Intersected: Canoe Brook, Facility Carried by Structure: McClellan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $21,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700965, Location: APRX 500 FT W OF LAUREL A (Lat: 40.801669, Lng: -74.298289), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,540 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,850 (year 2039), Design Load: HS 20, Features Intersected: Canoe Brook, Facility Carried by Structure: McClellan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $21,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 701065, Location: 0.44 MI S OF JFK PKWY (Lat: 40.766900, Lng: -74.323089), Route carried "on" structure: County highway 608, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,020 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,230 (year 2039), Design Load: HS 20+Mod, Features Intersected: Canoe Brook, Facility Carried by Structure: E Hobart Gap Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 701065, Location: 0.44 MI S OF JFK PKWY (Lat: 40.766900, Lng: -74.323089), Route carried "on" structure: County highway 608, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,020 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,230 (year 2039), Design Load: HS 20+Mod, Features Intersected: Canoe Brook, Facility Carried by Structure: E Hobart Gap Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 70915, Location: 0.9 MI E OF PASSIAC RIVER (Lat: 40.796300, Lng: -74.343411), Route carried "on" structure: State highway 10, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30,474 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,183 (year 2041), Design Load: HS 20, Features Intersected: WILLOW MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.998, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 5.1m (16.7ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $260,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70915, Location: 0.9 MI E OF PASSIAC RIVER (Lat: 40.796300, Lng: -74.343411), Route carried "on" structure: State highway 10, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30,474 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,183 (year 2041), Design Load: HS 20, Features Intersected: WILLOW MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.998, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 5.1m (16.7ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $260,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70M063, Location: 0.25 mi west of Rt NJ 10 (Lat: 40.799900, Lng: -74.359411), Route carried "on" structure: County highway 610, Year Built: 1995, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,508 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,809 (year 2041), Design Load: HS 25 or greater, Features Intersected: Passaic River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 62.6 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: Superior to present desirable 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: 70M063, Location: 0.25 mi west of Rt NJ 10 (Lat: 40.799900, Lng: -74.359411), Route carried "on" structure: County highway 610, Year Built: 1995, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,508 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,809 (year 2041), Design Load: HS 25 or greater, Features Intersected: Passaic River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 62.6 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: Superior to present desirable 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: 71115, Location: 0.38 MI E OF CO.RT.527 (Lat: 40.797089, Lng: -74.308461), Route carried "on" structure: State highway 10, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANOE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.008, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $50,000, Total Project Cost: $573,000 ( Estimate for 2020)
Structure Number: 71115, Location: 0.38 MI E OF CO.RT.527 (Lat: 40.797089, Lng: -74.308461), Route carried "on" structure: State highway 10, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANOE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.008, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $50,000, Total Project Cost: $573,000 ( Estimate for 2020)