Bridge Statistics for Linden, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 181950-1959
- 141960-1969
- 191970-1979
- 111980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 61970-1979
- 21980-1989
- 71990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 29.3%Good
- 56.1%Satisfactory
- 14.6%Fair
- Bridge Condition - Superstructure
- 2.4%Very good
- 19.5%Good
- 58.5%Satisfactory
- 19.5%Fair
- Bridge Condition - Substructure
- 19.5%Good
- 61.0%Satisfactory
- 19.5%Fair
- Bridge Condition - Channel
- 27.0%Very good
- 45.9%Good
- 21.6%Satisfactory
- 5.4%Fair
- Bridge Condition - Culverts
- 31.3%Good
- 62.5%Satisfactory
- 6.3%Fair
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Structure Number: M09859S, Location: 2.75 MI N RAHWAY RIVER (Lat: 40.630411, Lng: -74.213000), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 51,544 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 62,893 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY UTILITIES, Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.681, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.0 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: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: M09859S, Location: 2.75 MI N RAHWAY RIVER (Lat: 40.630411, Lng: -74.213000), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 51,544 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 62,893 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY UTILITIES, Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.681, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.0 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: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: M09862A, Location: 1.1 MI S ELIZABETH RIVER (Lat: 40.628892, Lng: -74.212950), Route carried "on" structure: Ramp Interstate 95, Year Built: 1994, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 8,490 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 10,360 (year 2041), Design Load: HS 20+Mod, Features Intersected: MORSES CREEK, Facility Carried by Structure: INT 13 RAMP SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.504, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M09862A, Location: 1.1 MI S ELIZABETH RIVER (Lat: 40.628892, Lng: -74.212950), Route carried "on" structure: Ramp Interstate 95, Year Built: 1994, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 8,490 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 10,360 (year 2041), Design Load: HS 20+Mod, Features Intersected: MORSES CREEK, Facility Carried by Structure: INT 13 RAMP SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.504, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M09876, Location: 3 MI N RAHWAY RIVER (Lat: 40.631728, Lng: -74.211747), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 31.00m (101.71ft), Average Daily Traffic: 134,683 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 164,339 (year 2039), Design Load: HS 20, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK NSI-SNI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 40.5m (132.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: M09876, Location: 3 MI N RAHWAY RIVER (Lat: 40.631728, Lng: -74.211747), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 31.00m (101.71ft), Average Daily Traffic: 134,683 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 164,339 (year 2039), Design Load: HS 20, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK NSI-SNI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 40.5m (132.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: M09876N, Location: .95 MI S ELIZABETH RIVER (Lat: 40.631511, Lng: -74.211411), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 74.80m (245.41ft), Average Daily Traffic: 73,506 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 89,691 (year 2039), Design Load: HS 20, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK SNO/RAMP SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 33, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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, Underclear: Better than 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: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M09876N, Location: .95 MI S ELIZABETH RIVER (Lat: 40.631511, Lng: -74.211411), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 74.80m (245.41ft), Average Daily Traffic: 73,506 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 89,691 (year 2039), Design Load: HS 20, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK SNO/RAMP SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 33, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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, Underclear: Better than 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: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M09876S, Location: 3 MI N RAHWAY RIVER (Lat: 40.631931, Lng: -74.212061), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: HS 20, Features Intersected: RAILROAD AVE. &CRR OF NJ, Facility Carried by Structure: NJTPK NSO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: M09876S, Location: 3 MI N RAHWAY RIVER (Lat: 40.631931, Lng: -74.212061), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: HS 20, Features Intersected: RAILROAD AVE. &CRR OF NJ, Facility Carried by Structure: NJTPK NSO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.794, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: M09905A, Location: 0.7 MI S ELIZABETH RIVER (Lat: 40.632833, Lng: -74.210469), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 8,475 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 10,350 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK SNO RWY, Facility Carried by Structure: NJTPK INT.13 R.SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 24.3 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: 18.8 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M09905A, Location: 0.7 MI S ELIZABETH RIVER (Lat: 40.632833, Lng: -74.210469), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 8,475 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 10,350 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK SNO RWY, Facility Carried by Structure: NJTPK INT.13 R.SOT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 24.3 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: 18.8 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M09909, Location: .65 MI S ELIZABETH RIVER (Lat: 40.636850, Lng: -74.208850), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 103,075 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 125,750 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY PIPES/LINDEN SWR, Facility Carried by Structure: NJ TPK (SNI/NSI)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: M09909, Location: .65 MI S ELIZABETH RIVER (Lat: 40.636850, Lng: -74.208850), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 103,075 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 125,750 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY PIPES/LINDEN SWR, Facility Carried by Structure: NJ TPK (SNI/NSI)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 32.3m (106.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: M09909N, Location: .65 MI S ELIZABETH RIVER (Lat: 40.636550, Lng: -74.208431), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 51,538 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 62,877 (year 2041), Design Load: HS 20, Features Intersected: BAYWAYUTIL&LINDENSTMCHNL, Facility Carried by Structure: NJ TURNPIKE (SNO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Culverts: Satisfactory, Operating Rating: 87.5 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: 67.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: M09909N, Location: .65 MI S ELIZABETH RIVER (Lat: 40.636550, Lng: -74.208431), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 51,538 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 62,877 (year 2041), Design Load: HS 20, Features Intersected: BAYWAYUTIL&LINDENSTMCHNL, Facility Carried by Structure: NJ TURNPIKE (SNO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Culverts: Satisfactory, Operating Rating: 87.5 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: 67.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: M09909S, Location: .65 M S ELIZABETH RIVER (Lat: 40.637047, Lng: -74.209147), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 51,538 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 62,877 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY PIPES/LINDEN SWR, Facility Carried by Structure: NJ TURNPIKE (NSO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Culverts: Satisfactory, Operating Rating: 63.5 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: M09909S, Location: .65 M S ELIZABETH RIVER (Lat: 40.637047, Lng: -74.209147), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 51,538 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 62,877 (year 2041), Design Load: HS 20, Features Intersected: BAYWAY PIPES/LINDEN SWR, Facility Carried by Structure: NJ TURNPIKE (NSO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.502, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Culverts: Satisfactory, Operating Rating: 63.5 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: M0991, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636089, Lng: -74.208819), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 44.90m (147.31ft), Average Daily Traffic: 9,765 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,915 (year 2041), Design Load: HS 20, Features Intersected: CENTRAL RAILROAD OF NJ, Facility Carried by Structure: NJ TPK INT.13 SIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 34.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: M0991, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636089, Lng: -74.208819), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 44.90m (147.31ft), Average Daily Traffic: 9,765 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,915 (year 2041), Design Load: HS 20, Features Intersected: CENTRAL RAILROAD OF NJ, Facility Carried by Structure: NJ TPK INT.13 SIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 34.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: M09910A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636294, Lng: -74.208744), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 26.91m (88.29ft), Average Daily Traffic: 17,898 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 21,839 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK NSO-NSI-SNI RWYS, Facility Carried by Structure: NJ TPK INTER.13 ST
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 86.518, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 42.7m (140.1ft), 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: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 37.9 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: M09910A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636294, Lng: -74.208744), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 26.91m (88.29ft), Average Daily Traffic: 17,898 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 21,839 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK NSO-NSI-SNI RWYS, Facility Carried by Structure: NJ TPK INTER.13 ST
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 86.518, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 42.7m (140.1ft), 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: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 37.9 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: M09913, Location: .6 MI S ELIZABETH RIVER (Lat: 40.638289, Lng: -74.208772), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 17,945 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 21,880 (year 2039), Design Load: H 20, Features Intersected: NJTPK PROPERTY, Facility Carried by Structure: NJTPK INT13 RAMPTS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.551, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.3 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: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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, Membrane: Other
Structure Number: M09913, Location: .6 MI S ELIZABETH RIVER (Lat: 40.638289, Lng: -74.208772), Route carried "on" structure: Ramp Interstate 95, Year Built: 1964, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 17,945 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 21,880 (year 2039), Design Load: H 20, Features Intersected: NJTPK PROPERTY, Facility Carried by Structure: NJTPK INT13 RAMPTS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.551, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.3 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: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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, Membrane: Other
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Structure Number: M09913A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.635872, Lng: -74.209611), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 26.97m (88.48ft), Average Daily Traffic: 9,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK NSO RWY, Facility Carried by Structure: NJ TPK INT.13 TSI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: M09913A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.635872, Lng: -74.209611), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 26.97m (88.48ft), Average Daily Traffic: 9,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: NJ TPK NSO RWY, Facility Carried by Structure: NJ TPK INT.13 TSI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: M09913B, Location: .6 MI S ELIZABETH RIVER (Lat: 4.073197, Lng: -74.209281), Route carried "on" structure: Ramp Interstate 95, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 8,490 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 10,360 (year 2041), Design Load: HS 20, Features Intersected: NJ TURNPIKE PROPERTY, Facility Carried by Structure: NJ TPK INT.13 TSO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.551, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.3 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum 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, Membrane: Other
Structure Number: M09913B, Location: .6 MI S ELIZABETH RIVER (Lat: 4.073197, Lng: -74.209281), Route carried "on" structure: Ramp Interstate 95, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 8,490 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 10,360 (year 2041), Design Load: HS 20, Features Intersected: NJ TURNPIKE PROPERTY, Facility Carried by Structure: NJ TPK INT.13 TSO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.551, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.3 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum 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, Membrane: Other
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Structure Number: MN9623N, Location: .4 MI N INTERCHANGE 12 (Lat: 40.598950, Lng: -74.231189), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 55,199 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 67,353 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER, Facility Carried by Structure: NJ TPK SNO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.883, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.0 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: 16.8 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: Meets minimum limits, 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: MN9623N, Location: .4 MI N INTERCHANGE 12 (Lat: 40.598950, Lng: -74.231189), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 55,199 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 67,353 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER, Facility Carried by Structure: NJ TPK SNO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.883, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.0 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: 16.8 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: Meets minimum limits, 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: MN9754N, Location: 1.3 MI. N. RAHWAY RIVER (Lat: 40.616181, Lng: -74.220850), Route carried "on" structure: Interstate 95, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: HS 20, Features Intersected: PYLES CREEK, Facility Carried by Structure: NJTPK SNO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.992, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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, Membrane: Other
Structure Number: MN9754N, Location: 1.3 MI. N. RAHWAY RIVER (Lat: 40.616181, Lng: -74.220850), Route carried "on" structure: Interstate 95, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: HS 20, Features Intersected: PYLES CREEK, Facility Carried by Structure: NJTPK SNO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.992, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal 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, Membrane: Other
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Structure Number: MS9623S, Location: 0.4 MI N INTERCHANGE 12 (Lat: 40.599258, Lng: -74.232631), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 53,586 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 65,385 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER, Facility Carried by Structure: NJ TPK NSO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.883, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.9m (85.0ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: MS9623S, Location: 0.4 MI N INTERCHANGE 12 (Lat: 40.599258, Lng: -74.232631), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 53,586 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 65,385 (year 2041), Design Load: HS 20, Features Intersected: RAHWAY RIVER, Facility Carried by Structure: NJ TPK NSO RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.883, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.9m (85.0ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: MS9754S, Location: 1.3 MI N. RAHWAY RIVER (Lat: 40.616750, Lng: -74.221369), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 2011, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: H 20, Features Intersected: PYLES CREEK, Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.992, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: MS9754S, Location: 1.3 MI N. RAHWAY RIVER (Lat: 40.616750, Lng: -74.221369), Route carried "on" structure: Interstate 95, Year Built: 1950, Year Reconstructed: 2011, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 63,471 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 77,446 (year 2041), Design Load: H 20, Features Intersected: PYLES CREEK, Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.992, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2015152, Location: 0.57 MI E OF RT 1&9 JCT (Lat: 40.642019, Lng: -74.221250), Route carried "under" structure: County highway 616, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,079 (year 2019), Truck Traffic: 1%, Features Intersected: PARK AVENUE (CR 616), Facility Carried by Structure: I-278
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.161, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 2015152, Location: 0.57 MI E OF RT 1&9 JCT (Lat: 40.642019, Lng: -74.221250), Route carried "under" structure: County highway 616, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,079 (year 2019), Truck Traffic: 1%, Features Intersected: PARK AVENUE (CR 616), Facility Carried by Structure: I-278
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.161, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 2015153, Location: 1.41 MI WEST OF NJTPK JCT (Lat: 40.641381, Lng: -74.229750), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,514 (year 2019), Truck Traffic: 4%, Features Intersected: US 1&9 NORTHBOUND, Facility Carried by Structure: I-278 WB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 68.075, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 2015153, Location: 1.41 MI WEST OF NJTPK JCT (Lat: 40.641381, Lng: -74.229750), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,514 (year 2019), Truck Traffic: 4%, Features Intersected: US 1&9 NORTHBOUND, Facility Carried by Structure: I-278 WB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 68.075, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: M09718A, Location: 1 MI N RAHWAY RIVER (Lat: 40.611917, Lng: -74.223883), Route carried "under" structure: Interstate 95, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200,401 (year 2021), Truck Traffic: 9%, Features Intersected: NJ.TPK.NSO,NSI,SNI,SNO, Facility Carried by Structure: NJ TPK 97 U-TURN
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 83.428, Lanes on structure: 2, Lanes under structure: 14, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: M09718A, Location: 1 MI N RAHWAY RIVER (Lat: 40.611917, Lng: -74.223883), Route carried "under" structure: Interstate 95, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200,401 (year 2021), Truck Traffic: 9%, Features Intersected: NJ.TPK.NSO,NSI,SNI,SNO, Facility Carried by Structure: NJ TPK 97 U-TURN
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 83.428, Lanes on structure: 2, Lanes under structure: 14, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: M0972, Location: 1 MI N RAHWAY RIVER (Lat: 40.611667, Lng: -74.225000), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 190,200 (year 2019), Truck Traffic: 9%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TREMLEY POINT ROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 83.461, Lanes on structure: 2, Lanes under structure: 15, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: M0972, Location: 1 MI N RAHWAY RIVER (Lat: 40.611667, Lng: -74.225000), Route carried "under" structure: Interstate 95, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 190,200 (year 2019), Truck Traffic: 9%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: TREMLEY POINT ROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 83.461, Lanes on structure: 2, Lanes under structure: 15, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: M09876, Location: 3 MI N RAHWAY RIVER (Lat: 40.631728, Lng: -74.211747), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Truck Traffic: 1%, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK NSI-SNI RWYS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: M09876, Location: 3 MI N RAHWAY RIVER (Lat: 40.631728, Lng: -74.211747), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Truck Traffic: 1%, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK NSI-SNI RWYS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: M09876N, Location: .95 MI S ELIZABETH RIVER (Lat: 40.631511, Lng: -74.211411), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 540 (year 2019), Truck Traffic: 1%, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK SNO/RAMP SOT
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: M09876N, Location: .95 MI S ELIZABETH RIVER (Lat: 40.631511, Lng: -74.211411), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 540 (year 2019), Truck Traffic: 1%, Features Intersected: RAILROAD AVE & CRR OF NJ, Facility Carried by Structure: NJTPK SNO/RAMP SOT
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: M09876S, Location: 3 MI N RAHWAY RIVER (Lat: 40.631931, Lng: -74.212061), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 530 (year 2021), Truck Traffic: 1%, Features Intersected: RAILROAD AVE. &CRR OF NJ, Facility Carried by Structure: NJTPK NSO RWY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: M09876S, Location: 3 MI N RAHWAY RIVER (Lat: 40.631931, Lng: -74.212061), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 530 (year 2021), Truck Traffic: 1%, Features Intersected: RAILROAD AVE. &CRR OF NJ, Facility Carried by Structure: NJTPK NSO RWY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
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Structure Number: M09905A, Location: 0.7 MI S ELIZABETH RIVER (Lat: 40.632833, Lng: -74.210469), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,996 (year 2021), Truck Traffic: 18%, Features Intersected: NJ TPK SNO RWY, Facility Carried by Structure: NJTPK INT.13 R.SOT
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: M09905A, Location: 0.7 MI S ELIZABETH RIVER (Lat: 40.632833, Lng: -74.210469), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,996 (year 2021), Truck Traffic: 18%, Features Intersected: NJ TPK SNO RWY, Facility Carried by Structure: NJTPK INT.13 R.SOT
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 86.518, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: M09910A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636294, Lng: -74.208744), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 194,593 (year 2021), Truck Traffic: 9%, Features Intersected: NJ TPK NSO-NSI-SNI RWYS, Facility Carried by Structure: NJ TPK INTER.13 ST
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 86.518, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: M09910A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.636294, Lng: -74.208744), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 194,593 (year 2021), Truck Traffic: 9%, Features Intersected: NJ TPK NSO-NSI-SNI RWYS, Facility Carried by Structure: NJ TPK INTER.13 ST
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 86.518, Lanes on structure: 2, Lanes under structure: 10, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: M09913A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.635872, Lng: -74.209611), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 62,220 (year 2021), Truck Traffic: 29%, Features Intersected: NJ TPK NSO RWY, Facility Carried by Structure: NJ TPK INT.13 TSI
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 86.502, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: M09913A, Location: .6 MI S ELIZABETH RIVER (Lat: 40.635872, Lng: -74.209611), Route carried "under" structure: Interstate 95, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 62,220 (year 2021), Truck Traffic: 29%, Features Intersected: NJ TPK NSO RWY, Facility Carried by Structure: NJ TPK INT.13 TSI
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 86.502, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)