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

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Structure Number: 31716,  Location: 0.28 MI NORTH OF I295 JCT (Lat: 40.137119,  Lng: -74.711189),  Route carried "on" structure: US 130,  Year Built: 1974,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 29,672 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,199 (year 2040),  Features Intersected: BLACK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.755,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

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

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Structure Number: 325151,  Location: JCT OF US130 & US206 (Lat: 40.141881,  Lng: -74.703139),  Route carried "on" structure: US 206,  Year Built: 1962,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 11,115 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,339 (year 2041),  Design Load: H 20,  Features Intersected: US-130 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.309,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 61.7 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32615,  Location: 0.39 MI S OF CR 662 (Lat: 40.152819,  Lng: -74.699131),  Route carried "on" structure: US 206,  Year Built: 1961,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 10,254 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,512 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-130 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.516,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 328168,  Location: 0.32 MI S OF US 130 JCT (Lat: 40.130950,  Lng: -74.715819),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 9,837 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,004 (year 2040),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: DUNNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 328169,  Location: AT I-295 EXIT 57 (Lat: 40.135181,  Lng: -74.715311),  Route carried "on" structure: Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 81,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 99,755 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.443,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32817,  Location: AT RT 130 INTERCHANGE (Lat: 40.135469,  Lng: -74.716069),  Route carried "on" structure: Interstate 295,  Year Built: 1973,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 46,390 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,597 (year 2040),  Design Load: HS 20,  Features Intersected: U.S 130 & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.443,  Lanes on structure: 5,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.0m,  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 328171,  Location: 0.74 MI N OF I-295/130 JN (Lat: 40.141781,  Lng: -74.717450),  Route carried "on" structure: Interstate 295,  Year Built: 1973,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 41,290 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,381 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W BURLINGTON ST (CO 662)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.167,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 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: Better than present minimum 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 328172,  Location: 0.45 MI N OF 295 EXIT 57 (Lat: 40.141669,  Lng: -74.717781),  Route carried "on" structure: Interstate 295,  Year Built: 1973,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 40,476 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,388 (year 2041),  Design Load: HS 20,  Features Intersected: W BURLINGTON ST (CO 662)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.167,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 328173,  Location: 0.71 MI NORTH OF US 130 (Lat: 40.145211,  Lng: -74.718811),  Route carried "on" structure: Interstate 295,  Year Built: 1991,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 44,881 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,857 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT RIVER LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.586,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 328174,  Location: 0.71 MI NORTH OF US 130 (Lat: 40.145389,  Lng: -74.719461),  Route carried "on" structure: Interstate 295,  Year Built: 1991,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 47,891 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,469 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT-RIVER LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.586,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 328175,  Location: 1 MI NORTH OF RT. 130 INT (Lat: 40.147231,  Lng: -74.719200),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 48.71m (159.81ft),  Average Daily Traffic: 46,391 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,605 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.036,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.0m (36.1ft), Horizontal Clearance: 31.7m (104.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater 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: 328176,  Location: 0.8MI NORTH OF RT.130 INT (Lat: 40.147031,  Lng: -74.719781),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 49.77m (163.29ft),  Average Daily Traffic: 40,201 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,242 (year 2038),  Design Load: HS 20,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.972,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.0m (36.1ft), Horizontal Clearance: 31.7m (104.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater 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: 350161,  Location: 0.9MI NE OF I295&US130 JC (Lat: 40.147350,  Lng: -74.714061),  Route carried "on" structure: County highway 662,  Year Built: 1925,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,830 (year 2041),  Design Load: H 20,  Features Intersected: ROBINSVILLE SECONDARY,  Facility Carried by Structure: PRINCE ST (CR 622)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,120,000,  Total Project Cost: $3,169,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350162,  Location: 0.9MI NE OF I295&US130 JC (Lat: 40.147811,  Lng: -74.712989),  Route carried "on" structure: County highway 545,  Year Built: 1911,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,336 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,511 (year 2041),  Features Intersected: ROBINSVILLE SECONDARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.641,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $790,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $1,884,000 ( Estimate for 2021)

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Structure Number: 350163,  Location: 0.9MI NE OF I295&US130 JC (Lat: 40.148519,  Lng: -74.711489),  Route carried "on" structure: City street ,  Year Built: 1933,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,092 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,332 (year 2041),  Features Intersected: ROBINSVILLE SECONDARY,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Total Project Cost: $3,001,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3E246,  Location: 0.8 Mi South of C.R. 660 (Lat: 40.114600,  Lng: -74.679961),  Route carried "on" structure: County highway 545,  Year Built: 1998,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 4,620 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,635 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.878,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 3E257,  Location: 0.39 MI EAST OF RT US 206 (Lat: 40.117419,  Lng: -74.699519),  Route carried "on" structure: County highway 660,  Year Built: 1951,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,042 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,250 (year 2041),  Design Load: H 20,  Features Intersected: BLACK'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.355,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3E258,  Location: 0.7mi SW of CR662&528 JCT (Lat: 40.141961,  Lng: -74.716789),  Route carried "on" structure: County highway 662,  Year Built: 1921,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,566 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,079 (year 2041),  Design Load: H 20,  Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,166,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1136178,  Location: 1.5 MI S I-195/29 JCT (Lat: 40.159419,  Lng: -74.718111),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 40,378 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,268 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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: May 2020,  Underwater 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: 113618,  Location: 1.5 MI S OF I-195/29 JCT (Lat: 40.161089,  Lng: -74.719311),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 400,076 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,107 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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: May 2020,  Underwater 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: I05341A,  Location: 0.2 MI EAST OF US 206 (Lat: 40.123592,  Lng: -74.702281),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 17,392 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,222 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACKS CREEK,  Facility Carried by Structure: INT. 7 RAMPS WT&TE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.955,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: M05301,  Location: 0.5 MI SOUTH OF EXIT 7 (Lat: 40.119206,  Lng: -74.706564),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 54,470 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,464 (year 2040),  Design Load: HS 20,  Features Intersected: US 206 (OLD YORK ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.183,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05301N,  Location: 1 MI SOUTH INTERCHANGE 6 (Lat: 40.119772,  Lng: -74.706278),  Route carried "on" structure: Interstate 95,  Year Built: 2010,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 26,779 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,676 (year 2040),  Design Load: HL 93,  Features Intersected: U.S. Route 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.183,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2018),  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: M05301S,  Location: 1 MI SOUTH INTERCHANGE 7 (Lat: 40.118547,  Lng: -74.706875),  Route carried "on" structure: Interstate 95,  Year Built: 2010,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 27,687 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 33,784 (year 2040),  Design Load: HL 93,  Features Intersected: U.S. Route 206,  Facility Carried by Structure: NSO Roadway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.183,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.2 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: 48.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2018),  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: M05328B,  Location: AT INTERCHANGE 7 (Lat: 40.123947,  Lng: -74.706472),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 7,125 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,694 (year 2040),  Design Load: HS 20,  Features Intersected: US 206,  Facility Carried by Structure: INT 7 RAMP WT & TE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.633,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.4 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: 32.7 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,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05341,  Location: 0.3 MI SOUTH OF EXIT 7 (Lat: 40.123861,  Lng: -74.701028),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 117,401 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 143,251 (year 2040),  Features Intersected: BLACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.939,  Lanes on structure: 11,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 97.2m (318.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: M05341N,  Location: AT INTERCHANGE 7 (Lat: 40.122853,  Lng: -74.701325),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 28,070 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,250 (year 2040),  Design Load: HL 93,  Features Intersected: Blacks Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.939,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: M05346N,  Location: Interchange 7 (Lat: 40.124228,  Lng: -74.699533),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 42.55m (139.60ft),  Average Daily Traffic: 30,313 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 36,987 (year 2040),  Design Load: HL 93,  Features Intersected: Ramps SIT, TNI, TN/ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.003,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.4 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: 52.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: M05380A,  Location: AT INT. 7 (Lat: 40.120961,  Lng: -74.696572),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 112,653 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 137,459 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: INT. 7 RAMPS ST & TN,  Facility Carried by Structure: NSI, SNI, RAMP TNI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.567,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.5 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: 48.3 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: M05380S,  Location: Intechange 7 (Lat: 40.129086,  Lng: -74.694794),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 43.59m (143.01ft),  Average Daily Traffic: 57,069 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 69,635 (year 2040),  Design Load: HL 93,  Features Intersected: Ramps TSI, TN/ST and NIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.631,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 64.0m (210.0ft),  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,  Channel: Excellent,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.9 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Roadway Improvement Cost: $60,000,  Total Project Cost: $60,000 ( Estimate for 2018),  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: M0539,  Location: Interchange 7 (Lat: 40.128931,  Lng: -74.695517),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 2,170 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,648 (year 2040),  Design Load: HL 93,  Features Intersected: Laurel Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.792,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 24.9 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: 19.1 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: M054,  Location: 0.8 MI NORTH OF EXIT 7 (Lat: 40.129589,  Lng: -74.693550),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 57,459 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 70,111 (year 2040),  Design Load: HS 20,  Features Intersected: GEORGETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 40.1m (131.6ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 31.4 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: 24.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  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: M05400N,  Location: 0.1 Mi North Int. 7 (Lat: 40.129439,  Lng: -74.693247),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 28,351 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,594 (year 2040),  Design Load: HL 93,  Features Intersected: Georgetown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 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: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: M05400S,  Location: 0.1 Mi North Int. 7 (Lat: 40.129858,  Lng: -74.693869),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 28,819 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,165 (year 2040),  Design Load: HL 93,  Features Intersected: Georgetown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  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: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.6 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: 63.8 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05472,  Location: 1 Mile North of Exit 7 (Lat: 40.137094,  Lng: -74.684161),  Route carried "on" structure: Interstate 95,  Year Built: 2011,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 51 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 62 (year 2040),  Design Load: HL 93,  Features Intersected: Turnpike Mainline,  Facility Carried by Structure: Mile 55 U-Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.080,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 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: 47.0 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: Better than 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M05510R,  Location: 1.8 MI NORTH OF EXIT 7 (Lat: 40.140981,  Lng: -74.679247),  Route carried "on" structure: County highway 528,  Year Built: 2011,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 6,906 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,426 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK(I-95),  Facility Carried by Structure: BORDNTOWN-CHESTERF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.4 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: 43.4 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M5328AR,  Location: 0.2 mi North of US 206 (Lat: 40.121058,  Lng: -74.704200),  Route carried "on" structure: Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 248 (year 2040),  Design Load: HL 93,  Features Intersected: Turnpike Mainline,  Facility Carried by Structure: Mile 53 U-Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.521,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 325151,  Location: JCT OF US130 & US206 (Lat: 40.141881,  Lng: -74.703139),  Route carried "under" structure: US 130,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 14,174 (year 2021),  Truck Traffic: 4%,  Features Intersected: US-130 NB,  Facility Carried by Structure: US-206 SB
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 89.657,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 32615,  Location: 0.39 MI S OF CR 662 (Lat: 40.152819,  Lng: -74.699131),  Route carried "under" structure: US 130,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,390 (year 2021),  Truck Traffic: 4%,  Features Intersected: US-130 SB,  Facility Carried by Structure: US-206 NB
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 90.783,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 328168,  Location: 0.32 MI S OF US 130 JCT (Lat: 40.130950,  Lng: -74.715819),  Route carried "under" structure: Interstate 295,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 70,545 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: DUNNS MILL ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 90.928,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 328169,  Location: AT I-295 EXIT 57 (Lat: 40.135181,  Lng: -74.715311),  Route carried "under" structure: US 130,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 90,950 (year 2021),  Truck Traffic: 4%,  Features Intersected: US ROUTE 130,  Facility Carried by Structure: I-295 NORTHBOUND
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 88.353,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 32817,  Location: AT RT 130 INTERCHANGE (Lat: 40.135469,  Lng: -74.716069),  Route carried "under" structure: US 130,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 31,187 (year 2020),  Truck Traffic: 4%,  Features Intersected: U.S 130 & RAMP,  Facility Carried by Structure: I-295 SB & RAMP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 88.353,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)