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

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Structure Number: 3F23,  Location: 0.4 M. S. of Elisdale Rd. (Lat: 40.137019,  Lng: -74.600369),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 552 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 673 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: EXTONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 54.4 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 minimum 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: 1109402,  Location: 0.1 mi North of Sharon Rd (Lat: 40.218300,  Lng: -74.560239),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,793 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,551 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ASSUNPINK CREEK,  Facility Carried by Structure: WINDSOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1109432,  Location: 0.5 MI EAST OF NJ TPK (Lat: 40.216589,  Lng: -74.560731),  Route carried "on" structure: Other road ,  Year Built: 1949,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,428 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,913 (year 2041),  Features Intersected: TRIB. OF ASSUNPINK CRK,  Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 59.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1300U11,  Location: 0.2 MI. SOUTH CR 526 (Lat: 40.164381,  Lng: -74.513519),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,556 (year 2041),  Features Intersected: DOCTORS CREEK,  Facility Carried by Structure: DAVIS STA-IMLTN.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1300U12,  Location: ALLENTOWN (Lat: 40.175831,  Lng: -74.586661),  Route carried "on" structure: County highway 524,  Year Built: 2011,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 9,241 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,276 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DOCTOR'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.654,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1300U14,  Location: 0.95 MI W OF RT 539 (Lat: 40.174661,  Lng: -74.606019),  Route carried "on" structure: County highway 524,  Year Built: 1934,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,070 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,186 (year 2041),  Features Intersected: DOCTOR'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300U15,  Location: 0.25 MILE NORTH RT 524 (Lat: 40.176919,  Lng: -74.598719),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 538 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 643 (year 2041),  Features Intersected: DOCTORS CREEK,  Facility Carried by Structure: BREZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 74.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,572,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1300U16,  Location: 0.5 MILE NORTH RT 524 (Lat: 40.180200,  Lng: -74.599089),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 528 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 633 (year 2041),  Features Intersected: INDIAN RUN,  Facility Carried by Structure: BREZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $586,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 1300U18,  Location: 0.79 MI E OF I-195 (Lat: 40.181300,  Lng: -74.589261),  Route carried "on" structure: County highway 526,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,094 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,995 (year 2041),  Features Intersected: INDIAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.319,  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: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $185,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300U19,  Location: 0.1 mi West Forge Mill Ln (Lat: 40.175461,  Lng: -74.567711),  Route carried "on" structure: County highway 526,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,900 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,275 (year 2041),  Features Intersected: NEGRON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.347,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1300U34,  Location: 0.5 MI NORTH RT 539 (Lat: 40.157950,  Lng: -74.539569),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,701 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,150 (year 2041),  Features Intersected: DOCTORS CREEK,  Facility Carried by Structure: SHARON STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $898,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,609,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300U36,  Location: 180' South of I-195 (Lat: 40.176181,  Lng: -74.540539),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,197 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,670 (year 2041),  Features Intersected: NEGRO RUN,  Facility Carried by Structure: SHARON STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 1300U47,  Location: 5 MI NW RT 539 & RT 537 (Lat: 40.133261,  Lng: -74.560150),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1948,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 275 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 330 (year 2041),  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: WALNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,493,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $2,563,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300U48,  Location: 5 MI NW RT 539 & RT 537 (Lat: 40.134100,  Lng: -74.560050),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1943,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 275 (year 2021),  Average Future Daily Traffic: 330 (year 2041),  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: WALNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $3,010,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1300U53,  Location: 3 MI N OF CR 664/27 (Lat: 40.139119,  Lng: -74.587419),  Route carried "on" structure: Other road ,  Year Built: 1891,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,635 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,950 (year 2041),  Features Intersected: CROSSWICKS CREEK,  Facility Carried by Structure: PROVINCE LINE ROAD
Minimum Vertical Clearance: 4.15m (13.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $2,496,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $4,103,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1300U71,  Location: 5 MI. S. OF HIGHTSTOWN (Lat: 40.206881,  Lng: -74.549419),  Route carried "on" structure: County highway 539,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,378 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,562 (year 2041),  Features Intersected: NEW SHARON BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.977,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $801,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,238,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 133015,  Location: 1.7 MI EAST OF NJ TPK JCT (Lat: 40.185600,  Lng: -74.570439),  Route carried "on" structure: County highway 524,  Year Built: 1969,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 5,443 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,531 (year 2040),  Design Load: HS 20,  Features Intersected: I-195,  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.456,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 30.48m (100.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $226,000,  Total Project Cost: $249,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1330151,  Location: 1.6MI EAST OF CO.RT 539 (Lat: 40.176789,  Lng: -74.540639),  Route carried "on" structure: Interstate 195,  Year Built: 1969,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 26,302 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,562 (year 2040),  Design Load: HS 20,  Features Intersected: SHARON STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 56.2 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: Better than present minimum 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

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Structure Number: 1330152,  Location: 1.5 MI W OF I-195 EXIT 11 (Lat: 40.177111,  Lng: -74.540289),  Route carried "on" structure: Interstate 195,  Year Built: 1969,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 27,279 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,645 (year 2040),  Design Load: HS 20,  Features Intersected: SHARON STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: M05692N,  Location: 3 MI NORTH INT 7A (Lat: 40.192358,  Lng: -74.601608),  Route carried "on" structure: Other road 95,  Year Built: 2013,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 27,294 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 33,914 (year 2040),  Design Load: HL 93,  Features Intersected: Crosswicks Cr & U-Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.652,  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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: 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: M06051D,  Location: AT INTERCHANGE 7A (Lat: 40.192844,  Lng: -74.586522),  Route carried "on" structure: Ramp Other road 95,  Year Built: 2014,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 1,102 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,344 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp TN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.430,  Lanes on structure: 2,  Lanes under structure: 14,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.9 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: 38.6 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: 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,  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: M06051G,  Location: At Interchange 7A (Lat: 40.192578,  Lng: -74.597156),  Route carried "on" structure: Ramp Other road 95,  Year Built: 2012,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 4,406 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,376 (year 2040),  Design Load: HL 93,  Features Intersected: I-195,  Facility Carried by Structure: Ramp TN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.607,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  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: 46.0 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: 35.3 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,  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: M06051H,  Location: At Interchange 7A (Lat: 40.195503,  Lng: -74.595811),  Route carried "on" structure: County highway 526,  Year Built: 2012,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,294 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,120 (year 2040),  Design Load: HL 93,  Features Intersected: NJ TPK Ramp TN,  Facility Carried by Structure: R'ville-A'town Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.388,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.4 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: 60.3 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,  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: M06051I,  Location: At Interchange 7A (Lat: 40.196783,  Lng: -74.595406),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 4,405 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,375 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK SNO,  Facility Carried by Structure: Ramp TNI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.267,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 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: 36.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature 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: M06051J,  Location: At Intersection 7A (Lat: 40.198397,  Lng: -74.594397),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 3,961 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,833 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK NSO Roadway,  Facility Carried by Structure: Ramp NIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.430,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 43.7 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: 33.7 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature 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: M06091R,  Location: 0.39 MI North of Int 7A (Lat: 40.196331,  Lng: -74.596906),  Route carried "on" structure: County highway 526,  Year Built: 2012,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 8,294 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,120 (year 2040),  Design Load: HL 93,  Features Intersected: NJ TPK,  Facility Carried by Structure: R'ville-A'town Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.388,  Lanes on structure: 2,  Lanes under structure: 14,  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: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: M06187R,  Location: 1.3 MI NORTH OF EXIT 7A (Lat: 40.205625,  Lng: -74.583422),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 2,472 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,017 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK(I-95),  Facility Carried by Structure: WEST MANOR WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,965,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,261,000 ( 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: M06224R,  Location: 2.24 MI North of Exit 7A (Lat: 40.209494,  Lng: -74.578783),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 2,523 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,079 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK,  Facility Carried by Structure: Gordon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 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: 39.2 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: Meets minimum limits,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06277,  Location: 2.2 mi. North of Int. 7A (Lat: 40.214331,  Lng: -74.570578),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 109 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 133 (year 2040),  Design Load: HL 93,  Features Intersected: Turnpike Mainline,  Facility Carried by Structure: Mile 63 U-Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.970,  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: 39.9m (130.9ft),  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: 61.9 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: 47.6 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: M06286R,  Location: 2.86 MI NORTH OF INT 7A (Lat: 40.215231,  Lng: -74.569411),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 17.04m (55.91ft),  Average Daily Traffic: 2,664 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,251 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.6 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: 46.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M06332,  Location: 2.83 MI NORTH OF EXIT 7A (Lat: 40.219717,  Lng: -74.562908),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 125,568 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 153,217 (year 2040),  Design Load: HS 20,  Features Intersected: ASSUNPINK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.936,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  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: Good,  Channel: Very good,  Operating Rating: 61.6 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: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M06332N,  Location: 3.32 mi north of Int. 7A (Lat: 40.219531,  Lng: -74.562711),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 125,568 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 153,217 (year 2040),  Design Load: HL 93,  Features Intersected: Assunpink Creek,  Facility Carried by Structure: NJTPK SNO Roadway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.952,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 14.0m (45.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.8 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: 58.3 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 desirable 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: 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: M06332S,  Location: 2.83 mi north of Int. 7A (Lat: 40.219947,  Lng: -74.563114),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 125,568 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 153,217 (year 2040),  Design Load: HL 93,  Features Intersected: Assunpink Creek,  Facility Carried by Structure: NJTPK NSO Roadway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.952,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.7 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: 52.8 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,  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: M06343R,  Location: 2.94 mi. north of Int. 7A (Lat: 40.221708,  Lng: -74.561700),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 1,682 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,051 (year 2040),  Design Load: HL 93,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Windsor Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 133015,  Location: 1.7 MI EAST OF NJ TPK JCT (Lat: 40.185600,  Lng: -74.570439),  Route carried "under" structure: Interstate 195,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 56,112 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-195,  Facility Carried by Structure: OLD YORK ROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 13.744,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1330151,  Location: 1.6MI EAST OF CO.RT 539 (Lat: 40.176789,  Lng: -74.540639),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 923 (year 2020),  Truck Traffic: 3%,  Features Intersected: SHARON STATION ROAD,  Facility Carried by Structure: RT I-195 EB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1330152,  Location: 1.5 MI W OF I-195 EXIT 11 (Lat: 40.177111,  Lng: -74.540289),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,089 (year 2020),  Truck Traffic: 3%,  Features Intersected: SHARON STATION ROAD,  Facility Carried by Structure: I-195 WB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: M05692N,  Location: 3 MI NORTH INT 7A (Lat: 40.192358,  Lng: -74.601608),  Route carried "under" structure: Ramp Other road 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 257 (year 2020),  Truck Traffic: 1%,  Features Intersected: Crosswicks Cr & U-Turn
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 18.652,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: M06051D,  Location: AT INTERCHANGE 7A (Lat: 40.192844,  Lng: -74.586522),  Route carried "under" structure: Ramp Other road 95,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 23,096 (year 2020),  Truck Traffic: 14%,  Features Intersected: NJTPK (I-95),  Facility Carried by Structure: Ramp TN
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 24.430,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: M06051G,  Location: At Interchange 7A (Lat: 40.192578,  Lng: -74.597156),  Route carried "under" structure: Interstate 195,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 63,214 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: Ramp TN
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 11.024,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: M06051H,  Location: At Interchange 7A (Lat: 40.195503,  Lng: -74.595811),  Route carried "under" structure: Ramp Other road 95,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 8,725 (year 2020),  Truck Traffic: 14%,  Features Intersected: NJ TPK Ramp TN,  Facility Carried by Structure: R'ville-A'town Rd
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 24.430,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: M06051I,  Location: At Interchange 7A (Lat: 40.196783,  Lng: -74.595406),  Route carried "under" structure: Interstate 95,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 29,107 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK SNO,  Facility Carried by Structure: Ramp TNI
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 25.267,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: M06051J,  Location: At Intersection 7A (Lat: 40.198397,  Lng: -74.594397),  Route carried "under" structure: Interstate 95,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 63,612 (year 2020),  Truck Traffic: 15%,  Features Intersected: NJTPK NSO Roadway,  Facility Carried by Structure: Ramp NIT
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 24.430,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)