Bridge Statistics for Nutley, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 135ft / 40.9mTotal length
- $24,494,000Total costs
- 656,693Total average daily traffic
- 17,334Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nutley
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 81950-1959
- 31960-1969
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 58.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 23.1%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Good
- 76.9%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- 37.5%Fair
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Structure Number: 20032A, Location: 52 FEET EAST OF NJ 21 (Lat: 40.811139, Lng: -74.139300), Route carried "on" structure: County highway 28, Year Built: 1905, Year Reconstructed: 1986, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 28,851 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,204 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASSAIC RIVER, Facility Carried by Structure: KINGSLAND AVENUE
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $17,075,000, Roadway Improvement Cost: $515,000, Total Project Cost: $22,000,000 ( Estimate for 2020), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 20032A, Location: 52 FEET EAST OF NJ 21 (Lat: 40.811139, Lng: -74.139300), Route carried "on" structure: County highway 28, Year Built: 1905, Year Reconstructed: 1986, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 28,851 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,204 (year 2040), Design Load: HS 20+Mod, Features Intersected: PASSAIC RIVER, Facility Carried by Structure: KINGSLAND AVENUE
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $17,075,000, Roadway Improvement Cost: $515,000, Total Project Cost: $22,000,000 ( Estimate for 2020), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 700013, Location: 1 mi eas of GSP (Lat: 40.813931, Lng: -74.159869), Route carried "on" structure: County highway 648, Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,714 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,657 (year 2040), Design Load: HL 93, Features Intersected: Third River, Facility Carried by Structure: Centre Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 96.9 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: 89.7 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: Equal to 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, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,667,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,494,000 ( Estimate for 2015)
Structure Number: 700013, Location: 1 mi eas of GSP (Lat: 40.813931, Lng: -74.159869), Route carried "on" structure: County highway 648, Year Built: 2018, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,714 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,657 (year 2040), Design Load: HL 93, Features Intersected: Third River, Facility Carried by Structure: Centre Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 96.9 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: 89.7 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: Equal to 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, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,667,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,494,000 ( Estimate for 2015)
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Structure Number: 700018, Location: 0.27 MI SOUTH OF CR 648 (Lat: 40.811719, Lng: -74.165000), Route carried "on" structure: County highway 645, Year Built: 1956, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,210 (year 2040), Design Load: H 20, Features Intersected: THIRD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700018, Location: 0.27 MI SOUTH OF CR 648 (Lat: 40.811719, Lng: -74.165000), Route carried "on" structure: County highway 645, Year Built: 1956, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,210 (year 2040), Design Load: H 20, Features Intersected: THIRD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700063, Location: 0.05 MI E.OF FRANKLIN AVE (Lat: 40.811600, Lng: -74.164061), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10,056 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER, Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700063, Location: 0.05 MI E.OF FRANKLIN AVE (Lat: 40.811600, Lng: -74.164061), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10,056 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER, Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: 700064, Location: 0.03M WEST OF PASSAIC AV. (Lat: 40.823139, Lng: -74.150439), Route carried "on" structure: City street , Year Built: 1951, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,508 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,059 (year 2040), Features Intersected: THIRD RIVER, Facility Carried by Structure: BROOKFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700064, Location: 0.03M WEST OF PASSAIC AV. (Lat: 40.823139, Lng: -74.150439), Route carried "on" structure: City street , Year Built: 1951, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,508 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,059 (year 2040), Features Intersected: THIRD RIVER, Facility Carried by Structure: BROOKFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700106, Location: 600 FT E OF FRANKLIN AVE (Lat: 40.818400, Lng: -74.157439), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,952 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 21,542 (year 2041), Design Load: HS 20+Mod, Features Intersected: Third River, Facility Carried by Structure: Chestnut Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700106, Location: 600 FT E OF FRANKLIN AVE (Lat: 40.818400, Lng: -74.157439), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,952 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 21,542 (year 2041), Design Load: HS 20+Mod, Features Intersected: Third River, Facility Carried by Structure: Chestnut Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 705465, Location: .14 MILE N.OF BRKFLD AVE (Lat: 40.824369, Lng: -74.148919), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 11,603 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,156 (year 2040), Design Load: HS 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: PASSAIC AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 705465, Location: .14 MILE N.OF BRKFLD AVE (Lat: 40.824369, Lng: -74.148919), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 11,603 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,156 (year 2040), Design Load: HS 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: PASSAIC AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 717156, Location: 1.3 MI S OF NJ 3 (Lat: 40.811089, Lng: -74.139400), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 88,721 (year 2041), Design Load: HS 20, Features Intersected: PARK AVE (CR 646)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.891, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 717156, Location: 1.3 MI S OF NJ 3 (Lat: 40.811089, Lng: -74.139400), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 88,721 (year 2041), Design Load: HS 20, Features Intersected: PARK AVE (CR 646)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.891, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 717157, Location: 0.8 MI S OF 3-21 JCT (Lat: 40.819100, Lng: -74.135969), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 88,721 (year 2041), Design Load: HS 20, Features Intersected: WATER MAINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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: Monolithic Concrete
Structure Number: 717157, Location: 0.8 MI S OF 3-21 JCT (Lat: 40.819100, Lng: -74.135969), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 88,721 (year 2041), Design Load: HS 20, Features Intersected: WATER MAINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.856, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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: Monolithic Concrete
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Structure Number: 717158, Location: 0.4 MI SOUTH OF RT 3 JCT (Lat: 40.820419, Lng: -74.130631), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 46,906 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 56,287 (year 2041), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.323, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 31.6m (103.7ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 717158, Location: 0.4 MI SOUTH OF RT 3 JCT (Lat: 40.820419, Lng: -74.130631), Route carried "on" structure: State highway 21, Year Built: 1961, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 46,906 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 56,287 (year 2041), Design Load: HS 20+Mod, Features Intersected: THIRD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.323, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 31.6m (103.7ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75416, Location: 1.4MI SW OF NJ3&NJ21 JCT (Lat: 40.818100, Lng: -74.149650), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 812 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 991 (year 2041), Design Load: HS 20+Mod, Features Intersected: NEWARK BRANCH, Facility Carried by Structure: NUTLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75416, Location: 1.4MI SW OF NJ3&NJ21 JCT (Lat: 40.818100, Lng: -74.149650), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 812 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 991 (year 2041), Design Load: HS 20+Mod, Features Intersected: NEWARK BRANCH, Facility Carried by Structure: NUTLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 361514T, Location: 2.75 MI S OF GSP&RT3 JCT (Lat: 40.813350, Lng: -74.179728), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 8,663 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10,570 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MILTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361514T, Location: 2.75 MI S OF GSP&RT3 JCT (Lat: 40.813350, Lng: -74.179728), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 8,663 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 10,570 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MILTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 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: 36.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 361516T, Location: 2.5 MI S OF GSP&RT3 JCT (Lat: 40.816533, Lng: -74.179511), Route carried "on" structure: County highway 652, Year Built: 1954, Year Reconstructed: 2019, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,965 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,040 (year 2040), Design Load: HS 20, Features Intersected: GARDEN ST PARKWAY, Facility Carried by Structure: EAST PASSAIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.8 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: 41.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 361516T, Location: 2.5 MI S OF GSP&RT3 JCT (Lat: 40.816533, Lng: -74.179511), Route carried "on" structure: County highway 652, Year Built: 1954, Year Reconstructed: 2019, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,965 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,040 (year 2040), Design Load: HS 20, Features Intersected: GARDEN ST PARKWAY, Facility Carried by Structure: EAST PASSAIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.8 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: 41.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 717156, Location: 1.3 MI S OF NJ 3 (Lat: 40.811089, Lng: -74.139400), Route carried "under" structure: County highway 646, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,129 (year 2019), Truck Traffic: 4%, Features Intersected: PARK AVE (CR 646), Facility Carried by Structure: ROUTE NJ 21
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.483, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 717156, Location: 1.3 MI S OF NJ 3 (Lat: 40.811089, Lng: -74.139400), Route carried "under" structure: County highway 646, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 8,129 (year 2019), Truck Traffic: 4%, Features Intersected: PARK AVE (CR 646), Facility Carried by Structure: ROUTE NJ 21
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.483, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 361514T, Location: 2.75 MI S OF GSP&RT3 JCT (Lat: 40.813350, Lng: -74.179728), Route carried "under" structure: Other road GSP, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 162,604 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MILTON AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 243.590, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 361514T, Location: 2.75 MI S OF GSP&RT3 JCT (Lat: 40.813350, Lng: -74.179728), Route carried "under" structure: Other road GSP, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 162,604 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MILTON AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 243.590, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 361516T, Location: 2.5 MI S OF GSP&RT3 JCT (Lat: 40.816533, Lng: -74.179511), Route carried "under" structure: Other road GSP, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 168,037 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN ST PARKWAY, Facility Carried by Structure: EAST PASSAIC AVE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 243.944, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 361516T, Location: 2.5 MI S OF GSP&RT3 JCT (Lat: 40.816533, Lng: -74.179511), Route carried "under" structure: Other road GSP, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 168,037 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN ST PARKWAY, Facility Carried by Structure: EAST PASSAIC AVE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 243.944, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)