Bridge Statistics for Ocean Acres, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 89ft / 26.6mTotal length
- 389,870Total average daily traffic
- 12,286Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ocean Acres
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 81950-1959
- 31970-1979
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 37.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Superstructure
- 37.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: 1512152, Location: .2 MI WEST OF GSP (Lat: 39.714961, Lng: -74.281881), Route carried "on" structure: State highway 72, Year Built: 1930, Year Reconstructed: 1968, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 52,567 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 86,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.408, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 24 degrees, 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: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1512152, Location: .2 MI WEST OF GSP (Lat: 39.714961, Lng: -74.281881), Route carried "on" structure: State highway 72, Year Built: 1930, Year Reconstructed: 1968, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 52,567 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 86,580 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.408, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 24 degrees, 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: 0.8m (2.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 35.3m (115.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1530012, Location: 0.01 MI NORTH NJ 72 (Lat: 39.716661, Lng: -74.282961), Route carried "on" structure: County highway 105, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,590 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1530012, Location: 0.01 MI NORTH NJ 72 (Lat: 39.716661, Lng: -74.282961), Route carried "on" structure: County highway 105, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,590 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1533007, Location: 1.3 MI SOUTH RT 554 (Lat: 39.745339, Lng: -74.267119), Route carried "on" structure: County highway 105, Year Built: 1974, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,130 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1533007, Location: 1.3 MI SOUTH RT 554 (Lat: 39.745339, Lng: -74.267119), Route carried "on" structure: County highway 105, Year Built: 1974, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,130 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1533009, Location: 1.1 MILE SOUTH RT 554 (Lat: 39.751300, Lng: -74.276461), Route carried "on" structure: City street 111, Year Built: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,085 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,545 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH, Facility Carried by Structure: NAUTILUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1533009, Location: 1.1 MILE SOUTH RT 554 (Lat: 39.751300, Lng: -74.276461), Route carried "on" structure: City street 111, Year Built: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,085 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,545 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH, Facility Carried by Structure: NAUTILUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 153301, Location: 0.5 MI WEST LIGHTHOUSE DR (Lat: 39.753850, Lng: -74.263919), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,130 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH TRIBUTAR, Facility Carried by Structure: HARPOON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 153301, Location: 0.5 MI WEST LIGHTHOUSE DR (Lat: 39.753850, Lng: -74.263919), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,130 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: FOURMILE BRANCH TRIBUTAR, Facility Carried by Structure: HARPOON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 360641N, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.715500, Lng: -74.278300), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 34,229 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 41,760 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.175, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.1 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: 50.2 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360641N, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.715500, Lng: -74.278300), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 34,229 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 41,760 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.175, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.1 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: 50.2 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360642S, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.712272, Lng: -74.280272), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 34,567 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 42,178 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.175, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.8 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: 49.6 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360642S, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.712272, Lng: -74.280272), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 34,567 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 42,178 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.175, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.8 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: 49.6 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360643N, Location: 1.9 MI NE OF US9&NJ72 JCT (Lat: 39.712019, Lng: -74.278331), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 31,915 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 38,950 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.0 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: 36.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 360643N, Location: 1.9 MI NE OF US9&NJ72 JCT (Lat: 39.712019, Lng: -74.278331), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 31,915 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 38,950 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.0 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: 36.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 360643S, Location: 1.9 MI NE OF US 9 &72 JCT (Lat: 39.713103, Lng: -74.279436), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 35,950 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 64.8 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: 49.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 360643S, Location: 1.9 MI NE OF US 9 &72 JCT (Lat: 39.713103, Lng: -74.279436), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 35,950 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 64.8 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: 49.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 360644A, Location: 1.9 MI NE OF 59&NJ 72 JCT (Lat: 39.710925, Lng: -74.277569), Route carried "on" structure: Ramp Other road GSP, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,360 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,980 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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: 34.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 360644A, Location: 1.9 MI NE OF 59&NJ 72 JCT (Lat: 39.710925, Lng: -74.277569), Route carried "on" structure: Ramp Other road GSP, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,360 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,980 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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: 34.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 360644B, Location: 1.9 MI NE OF 59&NJ 72 JCT (Lat: 39.713861, Lng: -74.280389), Route carried "on" structure: Ramp Other road GSP, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,620 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,075 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.3 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: 27.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 360644B, Location: 1.9 MI NE OF 59&NJ 72 JCT (Lat: 39.713861, Lng: -74.280389), Route carried "on" structure: Ramp Other road GSP, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,620 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,075 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.288, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.3 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: 27.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 360678N, Location: 5.5 MI N OF RTS9 & 72 JCT (Lat: 39.759028, Lng: -74.249922), Route carried "on" structure: County highway 554, Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 13,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,387 (year 2041), Design Load: HL 93, Features Intersected: GSP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 5, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.3 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: 64.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360678N, Location: 5.5 MI N OF RTS9 & 72 JCT (Lat: 39.759028, Lng: -74.249922), Route carried "on" structure: County highway 554, Year Built: 2011, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 13,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,387 (year 2041), Design Load: HL 93, Features Intersected: GSP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 5, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.3 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: 64.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360678S, Location: 5.5 MI N OF RTS9&72 JCT (Lat: 39.759353, Lng: -74.251300), Route carried "on" structure: County highway 554, Year Built: 2011, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,387 (year 2041), Design Load: HL 93, Features Intersected: GSP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 5, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.0 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: 72.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360678S, Location: 5.5 MI N OF RTS9&72 JCT (Lat: 39.759353, Lng: -74.251300), Route carried "on" structure: County highway 554, Year Built: 2011, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,387 (year 2041), Design Load: HL 93, Features Intersected: GSP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 5, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.0 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: 72.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360641N, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.715500, Lng: -74.278300), Route carried "under" structure: State highway 72, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 51,935 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 72, Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 34.907, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 360641N, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.715500, Lng: -74.278300), Route carried "under" structure: State highway 72, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 51,935 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 72, Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 34.907, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 360642S, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.712272, Lng: -74.280272), Route carried "under" structure: State highway 72, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 51,935 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 72, Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 34.778, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 360642S, Location: 1.5 MI NW OF RT9&72 JCT (Lat: 39.712272, Lng: -74.280272), Route carried "under" structure: State highway 72, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 51,935 (year 2021), Truck Traffic: 4%, Features Intersected: NJ ROUTE 72, Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 34.778, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 360678N, Location: 5.5 MI N OF RTS9 & 72 JCT (Lat: 39.759028, Lng: -74.249922), Route carried "under" structure: Other road GSP, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 26,750 (year 2021), Truck Traffic: 1%, Features Intersected: GSP NB, Facility Carried by Structure: BAY AVE (CR 554)
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 109.130, Lanes on structure: 5, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 360678N, Location: 5.5 MI N OF RTS9 & 72 JCT (Lat: 39.759028, Lng: -74.249922), Route carried "under" structure: Other road GSP, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 26,750 (year 2021), Truck Traffic: 1%, Features Intersected: GSP NB, Facility Carried by Structure: BAY AVE (CR 554)
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 109.130, Lanes on structure: 5, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 360678S, Location: 5.5 MI N OF RTS9&72 JCT (Lat: 39.759353, Lng: -74.251300), Route carried "under" structure: Other road GSP, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 26,750 (year 2021), Truck Traffic: 1%, Features Intersected: GSP SB, Facility Carried by Structure: BAY AVE (CR 554)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 109.130, Lanes on structure: 5, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 360678S, Location: 5.5 MI N OF RTS9&72 JCT (Lat: 39.759353, Lng: -74.251300), Route carried "under" structure: Other road GSP, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 26,750 (year 2021), Truck Traffic: 1%, Features Intersected: GSP SB, Facility Carried by Structure: BAY AVE (CR 554)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 109.130, Lanes on structure: 5, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)