Bridge Statistics for Roebling, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 328156,  Location: 0.47 MI S OF I-295 EXIT52 (Lat: 40.079381,  Lng: -74.768581),  Route carried "on" structure: County highway 543,  Year Built: 1971,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 3,581 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,296 (year 2020),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: BURL-COLUMBUS RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 35.196,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,243,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $1,809,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 328157,  Location: 1 MI SW OF 295&NJTPK EXT (Lat: 40.083769,  Lng: -74.761169),  Route carried "on" structure: County highway 656,  Year Built: 1971,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 16,806 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,167 (year 2040),  Design Load: HL 93,  Features Intersected: I-295,  Facility Carried by Structure: FLORENCE-COLUM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.197,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $90,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 328158,  Location: 3.9 MI SOUTH OF RT 130 (Lat: 40.089419,  Lng: -74.754850),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 90,010 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 109,829 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRAFTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.118,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 328159,  Location: 3.51 MI SOUTH OF RT 130 (Lat: 40.094919,  Lng: -74.751039),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 44,991 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,989 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE (I-95)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.794,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,601,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $1,762,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32816,  Location: 3.5 MI SOUTH OF RT 130 (Lat: 40.094811,  Lng: -74.751489),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 44,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,500 (year 2040),  Design Load: HS 20,  Features Intersected: NJ TURNPIKE EXT. (I-95)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.794,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,425,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $2,174,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 328162,  Location: 2.9 MI S OF RT 130 JCT (Lat: 40.102911,  Lng: -74.744711),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 44,559 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,371 (year 2040),  Design Load: HS 20,  Features Intersected: HEDDING RD (CR628)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.760,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 328163,  Location: 2.8 MI SOUTH OF RT 130 (Lat: 40.103039,  Lng: -74.744431),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 45,225 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 55,183 (year 2040),  Design Load: HS 20,  Features Intersected: HEDDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.760,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 328164,  Location: 2.5 MI S OF 130&295 JCt (Lat: 40.105281,  Lng: -74.740861),  Route carried "on" structure: County highway 678,  Year Built: 1971,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 684 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 822 (year 2041),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.48m (100.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $205,000,  Total Project Cost: $225,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3D2001,  Location: 0.67 M. W. OF C.R.628 (Lat: 40.100431,  Lng: -74.756161),  Route carried "on" structure: County highway 660,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,520 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,855 (year 2040),  Design Load: HS 20,  Features Intersected: CRAFTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.192,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $65,000,  Total Project Cost: $184,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3D3002,  Location: .5 MI E NJTP & ASSIC CK (Lat: 40.064661,  Lng: -74.756619),  Route carried "on" structure: County highway 628,  Year Built: 1998,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 5,980 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ASSISCUNK CREEK,  Facility Carried by Structure: JACKSNVLLE HEDDING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.467,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 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: M04821,  Location: 5 MI NORTH OF EXIT 5 (Lat: 40.066556,  Lng: -74.765750),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 90,772 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 110,758 (year 2040),  Design Load: HS 20,  Features Intersected: ASSISCUNK CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.7 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: 25.9 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: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M04915R,  Location: 1.7 MI SOUTH OF EXIT 6 (Lat: 40.076425,  Lng: -74.752958),  Route carried "on" structure: County highway 543,  Year Built: 2012,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 14,792 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,050 (year 2040),  Design Load: HL 93,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: COLUMBUS FLORENCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.532,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 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: 45.7 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 desirable criteria,  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: April 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: M04973,  Location: 1 MI SOUTH OF EXIT 6 (Lat: 40.081856,  Lng: -74.745281),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 90,772 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 110,758 (year 2040),  Design Load: HS 20,  Features Intersected: CRAFTS CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.387,  Lanes on structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 77.1m (253.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 77.1m (253.0ft),  Out-to-Out Width: 79.2m (259.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.0 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: 51.5 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: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M05006R,  Location: 0.8 MI South of Exit 6 (Lat: 40.085589,  Lng: -74.741278),  Route carried "on" structure: County highway 628,  Year Built: 2013,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 5,982 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HL 93,  Features Intersected: NJ Turnpike,  Facility Carried by Structure: Jacksnvlle-Hedding
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.815,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05043N,  Location: 0.2 MI SOUTH OF EXIT 8 (Lat: 40.089528,  Lng: -74.736758),  Route carried "on" structure: Interstate NJTPK,  Year Built: 2013,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 26,624 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,487 (year 2040),  Design Load: HL 93,  Features Intersected: Mill Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.465,  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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.9 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: 57.0 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05043S,  Location: 0.2 MI SOUTH OF EXIT 6 (Lat: 40.090489,  Lng: -74.736892),  Route carried "on" structure: Interstate NJTPK,  Year Built: 2013,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 25,823 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,509 (year 2040),  Design Load: HL 93,  Features Intersected: Mill Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.045,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 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: 54.8 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: M05116,  Location: End of Penn Extension (Lat: 40.099258,  Lng: -74.741922),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 15.82m (51.90ft),  Average Daily Traffic: 8,304 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,133 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp NIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.2 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: 47.3 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: 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 2020,  Critical Feature Inspection Date: April 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: P00227E,  Location: 3.7 MI WEST OF EXIT 6 (Lat: 40.102708,  Lng: -74.792444),  Route carried "on" structure: Other road 95,  Year Built: 1956,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 44,286 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,037 (year 2040),  Design Load: HS 20,  Features Intersected: US 130 (BURL.-BORD. RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.4 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: 25.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: P00227W,  Location: 3.7 MI WEST OF EXIT 6 (Lat: 40.102825,  Lng: -74.792147),  Route carried "on" structure: Other road 95,  Year Built: 1956,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 6,110 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,456 (year 2040),  Design Load: HS 20,  Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.4 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: 25.6 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: P00235A,  Location: AT INTERCHANGE 6 (Lat: 40.104067,  Lng: -74.789192),  Route carried "on" structure: Ramp Other road 95,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,230 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,721 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 130,  Facility Carried by Structure: NJ TPK RAMP NT/WS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.782,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: P00261,  Location: AT INTERCHANGE 6 (Lat: 40.103389,  Lng: -74.786928),  Route carried "on" structure: Ramp Other road 95,  Year Built: 1999,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 4,856 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,925 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ TPK PA EXT,  Facility Carried by Structure: NJ TPK RAMPS WN/NT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 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: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P00341,  Location: 2.6 MI WEST OF EXIT 6 (Lat: 40.096214,  Lng: -74.772906),  Route carried "on" structure: County highway 656,  Year Built: 1956,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 12,546 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,308 (year 2040),  Design Load: H 20,  Features Intersected: NJ TPK (I-95),  Facility Carried by Structure: FLORENCE COLUMBUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.539,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 24.0 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: 18.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Roadway Improvement Cost: $350,000,  Total Project Cost: $400,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: P00367,  Location: 2.3 MI WEST OF EXIT 6 (Lat: 40.094894,  Lng: -74.768092),  Route carried "on" structure: County highway 660,  Year Built: 1956,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 4,211 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,138 (year 2040),  Design Load: H 20,  Features Intersected: NJ TPK (I-95),  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.936,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.2 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: 20.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: P00423,  Location: 1.8 MI WEST OF EXIT 6 (Lat: 40.094222,  Lng: -74.757750),  Route carried "on" structure: Other road 95,  Year Built: 1956,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 39,228 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,866 (year 2040),  Design Load: HS 20,  Features Intersected: CRAFTS CREEK,  Facility Carried by Structure: NJTPK (PHMTE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.808,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: P00500E,  Location: 1 MI WEST OF EXIT 6 (Lat: 40.095983,  Lng: -74.743197),  Route carried "on" structure: Other road 95,  Year Built: 1956,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 12,828 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 15,652 (year 2040),  Design Load: HS 20,  Features Intersected: JACKSONVILLE RD (CR 628)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.031,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.4 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: 14.9 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: P00500W,  Location: 1 MI WEST OF EXIT 6 (Lat: 40.092611,  Lng: -74.743253),  Route carried "on" structure: Other road 95,  Year Built: 1956,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 12,828 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 15,652 (year 2040),  Design Load: HS 20,  Features Intersected: JACKSONVILLE RD (CR 628),  Facility Carried by Structure: NJTPK PA EXT. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.031,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 23.0 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: 17.8 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 328156,  Location: 0.47 MI S OF I-295 EXIT52 (Lat: 40.079381,  Lng: -74.768581),  Route carried "under" structure: Interstate 295,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 94,121 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: BURL-COLUMBUS RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 83.461,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 328157,  Location: 1 MI SW OF 295&NJTPK EXT (Lat: 40.083769,  Lng: -74.761169),  Route carried "under" structure: Interstate 295,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 89,690 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: FLORENCE-COLUM RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 84.217,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 328159,  Location: 3.51 MI SOUTH OF RT 130 (Lat: 40.094919,  Lng: -74.751039),  Route carried "under" structure: Interstate 95,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 64,326 (year 2021),  Truck Traffic: 9%,  Features Intersected: NJ TURNPIKE (I-95)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.323,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 32816,  Location: 3.5 MI SOUTH OF RT 130 (Lat: 40.094811,  Lng: -74.751489),  Route carried "under" structure: Interstate 95,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 69,900 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJ TURNPIKE EXT. (I-95)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 7.323,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 328162,  Location: 2.9 MI S OF RT 130 JCT (Lat: 40.102911,  Lng: -74.744711),  Route carried "under" structure: County highway 628,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,042 (year 2020),  Truck Traffic: 3%,  Features Intersected: HEDDING RD (CR628),  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 12.134,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 328163,  Location: 2.8 MI SOUTH OF RT 130 (Lat: 40.103039,  Lng: -74.744431),  Route carried "under" structure: County highway 628,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,982 (year 2020),  Truck Traffic: 3%,  Features Intersected: HEDDING ROAD,  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 12.134,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 328164,  Location: 2.5 MI S OF 130&295 JCt (Lat: 40.105281,  Lng: -74.740861),  Route carried "under" structure: Interstate 295,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 93,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: KINKORA RD(CR 678)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 87.194,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: M04915R,  Location: 1.7 MI SOUTH OF EXIT 6 (Lat: 40.076425,  Lng: -74.752958),  Route carried "under" structure: Other road NJTPK,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 88,984 (year 2020),  Truck Traffic: 10%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: COLUMBUS FLORENCE
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 79.534,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: M05006R,  Location: 0.8 MI South of Exit 6 (Lat: 40.085589,  Lng: -74.741278),  Route carried "under" structure: Other road NJTPK,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 96,447 (year 2020),  Truck Traffic: 14%,  Features Intersected: NJ Turnpike,  Facility Carried by Structure: Jacksnvlle-Hedding
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 80.515,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: M05043N,  Location: 0.2 MI SOUTH OF EXIT 8 (Lat: 40.089528,  Lng: -74.736758),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 656 (year 2020),  Truck Traffic: 2%,  Features Intersected: Mill Lane,  Facility Carried by Structure: NJTPK (I-95)
Minimum Vertical Clearance: 7.64m (25.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: M05043S,  Location: 0.2 MI SOUTH OF EXIT 6 (Lat: 40.090489,  Lng: -74.736892),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 656 (year 2020),  Truck Traffic: 2%,  Features Intersected: Mill Lane,  Facility Carried by Structure: NJTPK (I-95)
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: M05116,  Location: End of Penn Extension (Lat: 40.099258,  Lng: -74.741922),  Route carried "under" structure: Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 26,252 (year 2020),  Truck Traffic: 1%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp NIT
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: P00227E,  Location: 3.7 MI WEST OF EXIT 6 (Lat: 40.102708,  Lng: -74.792444),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 130 (BURL.-BORD. RD),  Facility Carried by Structure: NJ TPK (I-95) EB
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 80.870,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: P00227W,  Location: 3.7 MI WEST OF EXIT 6 (Lat: 40.102825,  Lng: -74.792147),  Route carried "under" structure: US 130,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: US ROUTE 130,  Facility Carried by Structure: NJ TPK (I-95) WB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 80.870,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: P00235A,  Location: AT INTERCHANGE 6 (Lat: 40.104067,  Lng: -74.789192),  Route carried "under" structure: US 130,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 130,  Facility Carried by Structure: NJ TPK RAMP NT/WS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 81.175,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: P00261,  Location: AT INTERCHANGE 6 (Lat: 40.103389,  Lng: -74.786928),  Route carried "under" structure: Other road 95,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 45,039 (year 2020),  Truck Traffic: 16%,  Features Intersected: NJ TPK PA EXT,  Facility Carried by Structure: NJ TPK RAMPS WN/NT
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: P00341,  Location: 2.6 MI WEST OF EXIT 6 (Lat: 40.096214,  Lng: -74.772906),  Route carried "under" structure: Other road 95,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 31,258 (year 2020),  Truck Traffic: 16%,  Features Intersected: NJ TPK (I-95),  Facility Carried by Structure: FLORENCE COLUMBUS
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: P00367,  Location: 2.3 MI WEST OF EXIT 6 (Lat: 40.094894,  Lng: -74.768092),  Route carried "under" structure: Interstate 95,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 31,258 (year 2020),  Truck Traffic: 15%,  Features Intersected: NJ TPK (I-95),  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 5.906,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: P00500E,  Location: 1 MI WEST OF EXIT 6 (Lat: 40.095983,  Lng: -74.743197),  Route carried "under" structure: County highway 628,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,646 (year 2020),  Truck Traffic: 3%,  Features Intersected: JACKSONVILLE RD (CR 628),  Facility Carried by Structure: NJ TPK (I-95) EB
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 11.362,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: P00500W,  Location: 1 MI WEST OF EXIT 6 (Lat: 40.092611,  Lng: -74.743253),  Route carried "under" structure: County highway 628,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,646 (year 2020),  Truck Traffic: 3%,  Features Intersected: JACKSONVILLE RD (CR 628),  Facility Carried by Structure: NJTPK PA EXT. WB
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 11.410,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)