Bridge Statistics for Edison, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 107Number of bridges
- 1,073ft / 327mTotal length
- $20,392,000Total costs
- 6,105,908Total average daily traffic
- 653,784Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Edison
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 241950-1959
- 371960-1969
- 321970-1979
- 11980-1989
- 101990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 71960-1969
- 21970-1979
- 11980-1989
- 11990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 25.5%Good
- 54.9%Satisfactory
- 17.6%Fair
- 2.0%Poor
- Bridge Condition - Superstructure
- 7.8%Very good
- 19.6%Good
- 47.1%Satisfactory
- 25.5%Fair
- Bridge Condition - Substructure
- 2.0%Very good
- 23.5%Good
- 47.1%Satisfactory
- 27.5%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 14.3%Good
- 50.0%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 80.0%Satisfactory
- 20.0%Fair
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Structure Number: 1203151, Location: 1.35 MILES NORTH OF RT.18 (Lat: 40.499850, Lng: -74.407400), Route carried "on" structure: County highway 514, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 12,275 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,328 (year 2040), Design Load: HS 20, Features Intersected: US 1, Facility Carried by Structure: WOODBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.034, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1203151, Location: 1.35 MILES NORTH OF RT.18 (Lat: 40.499850, Lng: -74.407400), Route carried "on" structure: County highway 514, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 12,275 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,328 (year 2040), Design Load: HS 20, Features Intersected: US 1, Facility Carried by Structure: WOODBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.034, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1203154, Location: 0.3 MI SOUTH OF I-287 (Lat: 40.525561, Lng: -74.358561), Route carried "on" structure: County highway 531, Year Built: 1963, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 16,940 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,689 (year 2040), Design Load: HS 20, Features Intersected: US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1203154, Location: 0.3 MI SOUTH OF I-287 (Lat: 40.525561, Lng: -74.358561), Route carried "on" structure: County highway 531, Year Built: 1963, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 16,940 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,689 (year 2040), Design Load: HS 20, Features Intersected: US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1204151, Location: 0.75 MI N OF I287&RT1 JCT (Lat: 40.535939, Lng: -74.343669), Route carried "on" structure: US 1, Year Built: 1956, Year Reconstructed: 2008, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 102,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 125,355 (year 2040), Design Load: HL 93, Features Intersected: AMBOY AVENUE (CR 501)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.674, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.7m (107.3ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 83.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 1204151, Location: 0.75 MI N OF I287&RT1 JCT (Lat: 40.535939, Lng: -74.343669), Route carried "on" structure: US 1, Year Built: 1956, Year Reconstructed: 2008, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 102,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 125,355 (year 2040), Design Load: HL 93, Features Intersected: AMBOY AVENUE (CR 501)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.674, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 32.7m (107.3ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 83.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 1204411, Location: 2 MI N OF NJ TPK INT 10 (Lat: 40.543061, Lng: -74.334661), Route carried "on" structure: Ramp Other road , Year Built: 1991, Status: Posted for load-capacity, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,142 (year 2041), Design Load: HS 20, Features Intersected: ROUTE US 1 NORTH & SOUTH, Facility Carried by Structure: MENLO PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1204411, Location: 2 MI N OF NJ TPK INT 10 (Lat: 40.543061, Lng: -74.334661), Route carried "on" structure: Ramp Other road , Year Built: 1991, Status: Posted for load-capacity, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,142 (year 2041), Design Load: HS 20, Features Intersected: ROUTE US 1 NORTH & SOUTH, Facility Carried by Structure: MENLO PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1204412, Location: 2 MI N OF NJ TPK INT 10 (Lat: 40.543481, Lng: -74.335269), Route carried "on" structure: Ramp Other road , Year Built: 1991, Status: Posted for load-capacity, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,760 (year 2041), Design Load: HS 20, Features Intersected: LAFAYETTE AVE, Facility Carried by Structure: MENLO PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1204412, Location: 2 MI N OF NJ TPK INT 10 (Lat: 40.543481, Lng: -74.335269), Route carried "on" structure: Ramp Other road , Year Built: 1991, Status: Posted for load-capacity, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,081 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,760 (year 2041), Design Load: HS 20, Features Intersected: LAFAYETTE AVE, Facility Carried by Structure: MENLO PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121B107, Location: 0.35 MILE NORTH OF RT 514 (Lat: 40.520569, Lng: -74.357400), Route carried "on" structure: County highway 531, Year Built: 1955, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 18,410 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,460 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121B107, Location: 0.35 MILE NORTH OF RT 514 (Lat: 40.520569, Lng: -74.357400), Route carried "on" structure: County highway 531, Year Built: 1955, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 18,410 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,460 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121B109, Location: 350' NE of I95/CR531 (Lat: 40.521000, Lng: -74.356061), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 425 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: PHILO BOULEVARD
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: 1 degrees, 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: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121B109, Location: 350' NE of I95/CR531 (Lat: 40.521000, Lng: -74.356061), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 425 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: PHILO BOULEVARD
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: 1 degrees, 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: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121B112, Location: 350Ft NE of I95/CR531 (Lat: 40.521569, Lng: -74.354639), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 680 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 830 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: BERNARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Total Project Cost: $40,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121B112, Location: 350Ft NE of I95/CR531 (Lat: 40.521569, Lng: -74.354639), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 680 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 830 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: BERNARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Total Project Cost: $40,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121B133, Location: 0.62 miles E. of Mill Rd (Lat: 40.495381, Lng: -74.381289), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,884 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,299 (year 2041), Design Load: HS 25 or greater, Features Intersected: MILL BROOK, Facility Carried by Structure: EXECUTIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 121B133, Location: 0.62 miles E. of Mill Rd (Lat: 40.495381, Lng: -74.381289), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,884 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,299 (year 2041), Design Load: HS 25 or greater, Features Intersected: MILL BROOK, Facility Carried by Structure: EXECUTIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121B145, Location: 0.3 MI S. OF PARSONAGE RD (Lat: 40.549839, Lng: -74.340011), Route carried "on" structure: County highway 657, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,643 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,104 (year 2041), Features Intersected: RAHWAY RIVER, Facility Carried by Structure: ROOSEVELT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $13,000, Total Project Cost: $144,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 121B145, Location: 0.3 MI S. OF PARSONAGE RD (Lat: 40.549839, Lng: -74.340011), Route carried "on" structure: County highway 657, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,643 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,104 (year 2041), Features Intersected: RAHWAY RIVER, Facility Carried by Structure: ROOSEVELT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $13,000, Total Project Cost: $144,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121B502, Location: 0.6MI SW OF JCT I-95 (Lat: 40.522239, Lng: -74.339969), Route carried "on" structure: County highway 514, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 35,582 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 43,410 (year 2041), Design Load: HS 25 or greater, Features Intersected: RARITAN CENTER PKWY, Facility Carried by Structure: WOODBRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.793, Lanes on structure: 7, Lanes under structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 121B502, Location: 0.6MI SW OF JCT I-95 (Lat: 40.522239, Lng: -74.339969), Route carried "on" structure: County highway 514, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 35,582 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 43,410 (year 2041), Design Load: HS 25 or greater, Features Intersected: RARITAN CENTER PKWY, Facility Carried by Structure: WOODBRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.793, Lanes on structure: 7, Lanes under structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 121B507, Location: 0.5 mi west of CR 667 (Lat: 40.499161, Lng: -74.380350), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 370 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: DISTRIBUTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121B507, Location: 0.5 mi west of CR 667 (Lat: 40.499161, Lng: -74.380350), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 370 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: DISTRIBUTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122B511, Location: 200 Feet South of CR602 (Lat: 40.596011, Lng: -74.365150), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,280 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,220 (year 2041), Design Load: HS 20, Features Intersected: ROBINSON BROOK, Facility Carried by Structure: SHAMROCK WAY
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, 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: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 122B511, Location: 200 Feet South of CR602 (Lat: 40.596011, Lng: -74.365150), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,280 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,220 (year 2041), Design Load: HS 20, Features Intersected: ROBINSON BROOK, Facility Carried by Structure: SHAMROCK WAY
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, 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: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 122B512, Location: 0.5 MILE W OF CR531 (Lat: 40.558081, Lng: -74.393469), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 20,340 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,815 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOUND BROOK, Facility Carried by Structure: TALMADGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 122B512, Location: 0.5 MILE W OF CR531 (Lat: 40.558081, Lng: -74.393469), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 20,340 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,815 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOUND BROOK, Facility Carried by Structure: TALMADGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 122B514, Location: 600 Feet N of RT 27 (Lat: 40.523139, Lng: -74.394250), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,230 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,940 (year 2041), Design Load: H 20, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: LANGSTAFF AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Total Project Cost: $14,000 ( Estimate for 2021)
Structure Number: 122B514, Location: 600 Feet N of RT 27 (Lat: 40.523139, Lng: -74.394250), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,230 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,940 (year 2041), Design Load: H 20, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: LANGSTAFF AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Total Project Cost: $14,000 ( Estimate for 2021)
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Structure Number: 122B515, Location: 0.1 MI North of Route 529 (Lat: 40.525031, Lng: -74.412169), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,160 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HS 20, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: BRUNSWICK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, 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: 1.2m (3.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 122B515, Location: 0.1 MI North of Route 529 (Lat: 40.525031, Lng: -74.412169), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,160 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HS 20, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: BRUNSWICK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, 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: 1.2m (3.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230152, Location: AT US 1 JUNCTION (Lat: 40.527931, Lng: -74.355500), Route carried "on" structure: Interstate 287, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 79,955 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,945 (year 2041), Design Load: HL 93, Features Intersected: US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.5 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1230152, Location: AT US 1 JUNCTION (Lat: 40.527931, Lng: -74.355500), Route carried "on" structure: Interstate 287, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 79,955 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,945 (year 2041), Design Load: HL 93, Features Intersected: US 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.5 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230154, Location: .15 MI NORTH OF US 1 JCT. (Lat: 40.527419, Lng: -74.358450), Route carried "on" structure: County highway 531, Year Built: 1962, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 16,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,320 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $20,000, Total Project Cost: $46,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1230154, Location: .15 MI NORTH OF US 1 JCT. (Lat: 40.527419, Lng: -74.358450), Route carried "on" structure: County highway 531, Year Built: 1962, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 16,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,320 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $20,000, Total Project Cost: $46,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1230155, Location: .7 MI NORTH OF US 1 JCT. (Lat: 40.529119, Lng: -74.367881), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 6,580 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,896 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: WHITMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), 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: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1230155, Location: .7 MI NORTH OF US 1 JCT. (Lat: 40.529119, Lng: -74.367881), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 6,580 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,896 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: WHITMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), 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: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 123016, Location: .23 MI SOUTH OF US 1 JCT. (Lat: 40.528911, Lng: -74.349811), Route carried "on" structure: Interstate 287, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 167,644 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 201,172 (year 2039), Design Load: HS 20+Mod, Features Intersected: W PIERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 61.6m (202.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 61.6m (202.1ft), Out-to-Out Width: 65.5m (214.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 123016, Location: .23 MI SOUTH OF US 1 JCT. (Lat: 40.528911, Lng: -74.349811), Route carried "on" structure: Interstate 287, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 167,644 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 201,172 (year 2039), Design Load: HS 20+Mod, Features Intersected: W PIERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 61.6m (202.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 61.6m (202.1ft), Out-to-Out Width: 65.5m (214.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1230161, Location: .49 MI SOUTH OF US 1 JCT. (Lat: 40.529331, Lng: -74.345111), Route carried "on" structure: Interstate 287, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 143,559 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 172,270 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED LVRR ALCOA SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 53.5m (175.5ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1230161, Location: .49 MI SOUTH OF US 1 JCT. (Lat: 40.529331, Lng: -74.345111), Route carried "on" structure: Interstate 287, Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 143,559 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 172,270 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED LVRR ALCOA SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 53.5m (175.5ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1230162, Location: 0.9 MI SOUTH OF US 1 JCT (Lat: 40.528489, Lng: -74.338339), Route carried "on" structure: Interstate 287, Year Built: 1968, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 79,955 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,946 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 1230162, Location: 0.9 MI SOUTH OF US 1 JCT (Lat: 40.528489, Lng: -74.338339), Route carried "on" structure: Interstate 287, Year Built: 1968, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 79,955 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,946 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 1230163, Location: AT NJ TURNPIKE JUNCTION (Lat: 40.528539, Lng: -74.335869), Route carried "on" structure: Interstate 287, Year Built: 1968, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 80,015 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 96,018 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ TURNPIKE (I-95)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.27m (50.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,565,000, Roadway Improvement Cost: $335,000, Total Project Cost: $3,670,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1230163, Location: AT NJ TURNPIKE JUNCTION (Lat: 40.528539, Lng: -74.335869), Route carried "on" structure: Interstate 287, Year Built: 1968, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 80,015 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 96,018 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ TURNPIKE (I-95)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.27m (50.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,565,000, Roadway Improvement Cost: $335,000, Total Project Cost: $3,670,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230164, Location: 0.23 MILES NORTH OF NJ 27 (Lat: 40.535469, Lng: -74.379611), Route carried "on" structure: Interstate 287, Year Built: 1962, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 72,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 97,700 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK AND RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1230164, Location: 0.23 MILES NORTH OF NJ 27 (Lat: 40.535469, Lng: -74.379611), Route carried "on" structure: Interstate 287, Year Built: 1962, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 72,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 97,700 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK AND RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230165, Location: 2.3 MI NORTH OF NJ 27 (Lat: 40.535400, Lng: -74.379939), Route carried "on" structure: Interstate 287, Year Built: 1963, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 72,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 97,700 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK AND RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1230165, Location: 2.3 MI NORTH OF NJ 27 (Lat: 40.535400, Lng: -74.379939), Route carried "on" structure: Interstate 287, Year Built: 1963, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 72,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 97,700 (year 2040), Design Load: HS 20, Features Intersected: AMTRAK AND RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231155, Location: 2.5 MI NORTH OF US 1 JCT. (Lat: 40.543719, Lng: -74.393119), Route carried "on" structure: Interstate 287, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 71,857 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 86,229 (year 2040), Design Load: HS 20+Mod, Features Intersected: READING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $17,000, Total Project Cost: $20,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1231155, Location: 2.5 MI NORTH OF US 1 JCT. (Lat: 40.543719, Lng: -74.393119), Route carried "on" structure: Interstate 287, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 71,857 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 86,229 (year 2040), Design Load: HS 20+Mod, Features Intersected: READING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $17,000, Total Project Cost: $20,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231156, Location: 1.42 MI NORTH OF US 1 JCT (Lat: 40.543389, Lng: -74.393519), Route carried "on" structure: Interstate 287, Year Built: 1962, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 73,360 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,368 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNNAMED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $8,000, Total Project Cost: $9,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1231156, Location: 1.42 MI NORTH OF US 1 JCT (Lat: 40.543389, Lng: -74.393519), Route carried "on" structure: Interstate 287, Year Built: 1962, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 73,360 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 95,368 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNNAMED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $8,000, Total Project Cost: $9,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231157, Location: 1.66 MI NORTH OF NJ 27 (Lat: 40.547061, Lng: -74.400919), Route carried "on" structure: Other road , Year Built: 1963, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 5,740 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,890 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: DISMAL/TALMADGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1231157, Location: 1.66 MI NORTH OF NJ 27 (Lat: 40.547061, Lng: -74.400919), Route carried "on" structure: Other road , Year Built: 1963, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 5,740 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,890 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: DISMAL/TALMADGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 123415, Location: 0.1 MI NORTH OF NJTPK INT (Lat: 40.527719, Lng: -74.334700), Route carried "on" structure: State highway 440, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 54,661 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 65,593 (year 2040), Design Load: HL 93, Features Intersected: RAMP WI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 48.6 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: 37.6 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 123415, Location: 0.1 MI NORTH OF NJTPK INT (Lat: 40.527719, Lng: -74.334700), Route carried "on" structure: State highway 440, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 54,661 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 65,593 (year 2040), Design Load: HL 93, Features Intersected: RAMP WI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 48.6 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: 37.6 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1234151, Location: 0.19 MI S. OF CR 514 JCT (Lat: 40.527939, Lng: -74.333981), Route carried "on" structure: State highway 440, Year Built: 1968, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 112,353 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 134,824 (year 2041), Design Load: HS 20+Mod, Features Intersected: RAMP WI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1234151, Location: 0.19 MI S. OF CR 514 JCT (Lat: 40.527939, Lng: -74.333981), Route carried "on" structure: State highway 440, Year Built: 1968, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 112,353 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 134,824 (year 2041), Design Load: HS 20+Mod, Features Intersected: RAMP WI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1234152, Location: 1.75MI WEST OF GSP (Lat: 40.527419, Lng: -74.330689), Route carried "on" structure: County highway 514, Year Built: 1970, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 11,015 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: HS 20, Features Intersected: NJ 440 AND RAMP ET
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 50.517, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $24,000, Total Project Cost: $27,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1234152, Location: 1.75MI WEST OF GSP (Lat: 40.527419, Lng: -74.330689), Route carried "on" structure: County highway 514, Year Built: 1970, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 11,015 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: HS 20, Features Intersected: NJ 440 AND RAMP ET
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 50.517, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $24,000, Total Project Cost: $27,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1234153, Location: 0.33 mi E of I-95 (Lat: 40.527981, Lng: -74.329881), Route carried "on" structure: Ramp State highway 440, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 22,131 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 31,234 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR 514 (Woodbridge)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1234153, Location: 0.33 mi E of I-95 (Lat: 40.527981, Lng: -74.329881), Route carried "on" structure: Ramp State highway 440, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 22,131 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 31,234 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR 514 (Woodbridge)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 1234154, Location: 1.59 MI WEST OF G.S.P. (Lat: 40.526439, Lng: -74.329289), Route carried "on" structure: Ramp State highway 440, Year Built: 1970, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 30,172 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 36,206 (year 2041), Design Load: HS 20, Features Intersected: NJ 440 & RAMP ET, Facility Carried by Structure: RAMP WK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,248,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,730,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1234154, Location: 1.59 MI WEST OF G.S.P. (Lat: 40.526439, Lng: -74.329289), Route carried "on" structure: Ramp State highway 440, Year Built: 1970, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 30,172 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 36,206 (year 2041), Design Load: HS 20, Features Intersected: NJ 440 & RAMP ET, Facility Carried by Structure: RAMP WK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,248,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,730,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1234155, Location: 1.05MI WEST OF GSP (Lat: 40.525681, Lng: -74.318869), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,576 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,143 (year 2040), Design Load: HS 20, Features Intersected: NJ 440, Facility Carried by Structure: KING GEO POST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,226,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1234155, Location: 1.05MI WEST OF GSP (Lat: 40.525681, Lng: -74.318869), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,576 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,143 (year 2040), Design Load: HS 20, Features Intersected: NJ 440, Facility Carried by Structure: KING GEO POST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,226,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1253164, Location: 2.9MI N OF I287&NJ27 JCT (Lat: 40.577419, Lng: -74.382539), Route carried "on" structure: County highway 604, Year Built: 1931, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 23,953 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,227 (year 2041), Features Intersected: LEHIGH VALLEY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $3,526,000, Roadway Improvement Cost: $529,000, Total Project Cost: $7,792,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1253164, Location: 2.9MI N OF I287&NJ27 JCT (Lat: 40.577419, Lng: -74.382539), Route carried "on" structure: County highway 604, Year Built: 1931, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 23,953 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,227 (year 2041), Features Intersected: LEHIGH VALLEY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $3,526,000, Roadway Improvement Cost: $529,000, Total Project Cost: $7,792,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I08809B, Location: 0.18 MI SW OF I-95 (Lat: 40.525172, Lng: -74.333486), Route carried "on" structure: Ramp Interstate 95, Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 17,400 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 20,900 (year 2041), Design Load: HS 20, Features Intersected: WOODBRIDGE AVENUE, Facility Carried by Structure: NJTPK INT.10 RP TW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.443, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 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: 54.1 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: I08809B, Location: 0.18 MI SW OF I-95 (Lat: 40.525172, Lng: -74.333486), Route carried "on" structure: Ramp Interstate 95, Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 17,400 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 20,900 (year 2041), Design Load: HS 20, Features Intersected: WOODBRIDGE AVENUE, Facility Carried by Structure: NJTPK INT.10 RP TW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.443, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 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: 54.1 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: M08455N, Location: 1.3 MI NORTH OF INTER 9 (Lat: 40.491697, Lng: -74.392467), Route carried "on" structure: Interstate 95, Year Built: 1973, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 115,620 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 141,079 (year 2041), Design Load: HS 20, Features Intersected: FORMER LEHIGH VALLEY RR, Facility Carried by Structure: NJTPK SNI-SNO RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.022, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M08455N, Location: 1.3 MI NORTH OF INTER 9 (Lat: 40.491697, Lng: -74.392467), Route carried "on" structure: Interstate 95, Year Built: 1973, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 115,620 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 141,079 (year 2041), Design Load: HS 20, Features Intersected: FORMER LEHIGH VALLEY RR, Facility Carried by Structure: NJTPK SNI-SNO RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.022, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M08455S, Location: 1.3 MI NORTH OF INT 9 (Lat: 40.492006, Lng: -74.392119), Route carried "on" structure: Interstate 95, Year Built: 1951, Year Reconstructed: 1992, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 115,620 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 141,079 (year 2039), Design Load: HS 20, Features Intersected: FORMER LEHIGH VALLEY RR, Facility Carried by Structure: NJTPK NSO-NSI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.022, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.7 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: 34.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M08455S, Location: 1.3 MI NORTH OF INT 9 (Lat: 40.492006, Lng: -74.392119), Route carried "on" structure: Interstate 95, Year Built: 1951, Year Reconstructed: 1992, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 115,620 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 141,079 (year 2039), Design Load: HS 20, Features Intersected: FORMER LEHIGH VALLEY RR, Facility Carried by Structure: NJTPK NSO-NSI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.022, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.7 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: 34.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M08494, Location: 2.7 MI S INTERCHANGE 10 (Lat: 40.496356, Lng: -74.387831), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1973, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,074 (year 2041), Design Load: HS 20, Features Intersected: NJTP NSO/NSI/SNI/SNO, Facility Carried by Structure: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 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: 46.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: M08494, Location: 2.7 MI S INTERCHANGE 10 (Lat: 40.496356, Lng: -74.387831), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1973, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,074 (year 2041), Design Load: HS 20, Features Intersected: NJTP NSO/NSI/SNI/SNO, Facility Carried by Structure: MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 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: 46.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place