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

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Structure Number: 17002,  Location: 0.7 MI. SOUTHEAST OF US40 (Lat: 39.670531,  Lng: -75.470250),  Route carried "on" structure: County highway 540,  Year Built: 1937,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,770 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,920 (year 2041),  Features Intersected: SALEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 170026,  Location: 0.5 MI S.W.OF NJ 48 (Lat: 39.692639,  Lng: -75.439611),  Route carried "on" structure: County highway 628,  Year Built: 1986,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 726 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 871 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 170115,  Location: 2.83 MI WEST OF NJ 48 JCT (Lat: 39.681300,  Lng: -75.463050),  Route carried "on" structure: US 40,  Year Built: 1961,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 9,905 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,985 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST BRANCH GAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1701151,  Location: 0.9 MI EAST OF NJTPK (Lat: 39.681811,  Lng: -75.462861),  Route carried "on" structure: US 40,  Year Built: 1941,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,440 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,730 (year 2040),  Features Intersected: WEST BRANCH GAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $1,210,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,771,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1704,  Location: PILESGROVE-1 MI SO US 40 (Lat: 39.661331,  Lng: -75.408811),  Route carried "on" structure: County highway 646,  Year Built: 2005,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 1,040 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,270 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SALEM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 57.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: December 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: 170615,  Location: 0.2 MI E OF CR 551 (Lat: 39.699519,  Lng: -75.437261),  Route carried "on" structure: State highway 48,  Year Built: 2007,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,763 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,581 (year 2040),  Design Load: HL 93,  Features Intersected: BR OF GAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.7 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: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1706151,  Location: 0.8 MILE SE OF ROUTE I295 (Lat: 39.699561,  Lng: -75.437261),  Route carried "on" structure: State highway 48,  Year Built: 1924,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,860 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,832 (year 2040),  Design Load: HL 93,  Features Intersected: BRANCH OF GAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.814,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.2 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: 37.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1706152,  Location: 0.24 MI W OF NJ TURNPIKE (Lat: 39.691300,  Lng: -75.428489),  Route carried "on" structure: State highway 48,  Year Built: 2017,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 5,792 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,951 (year 2041),  Design Load: HL 93,  Features Intersected: TWO PENNY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.6 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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 171115,  Location: AT TURNPIKE INTERCHANGE (Lat: 39.678161,  Lng: -75.484561),  Route carried "on" structure: Interstate 295,  Year Built: 1952,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 39,411 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,970 (year 2040),  Design Load: HS 20,  Features Intersected: NJTPK RT US40SALEM CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $4,800,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $6,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1711151,  Location: AT 295-NJ TPK JCT (Lat: 39.679519,  Lng: -75.486161),  Route carried "on" structure: Interstate 295,  Year Built: 1959,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 16,527 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,832 (year 2041),  Design Load: HS 20,  Features Intersected: SALEM CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1711152,  Location: .73 MI N OF I295 NJTP JCT (Lat: 39.683331,  Lng: -75.481161),  Route carried "on" structure: State highway 140,  Year Built: 1959,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 5,030 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,035 (year 2041),  Design Load: HS 20,  Features Intersected: I-295 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State 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: 19.8m (65.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1711153,  Location: 0.24 MILES N OF US 130 (Lat: 39.677650,  Lng: -75.489700),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 34,455 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,345 (year 2041),  Design Load: HS 20,  Features Intersected: US 40 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $381,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1711154,  Location: 0.5 MI S OF I-295 EXIT 2 (Lat: 39.677000,  Lng: -75.486289),  Route carried "on" structure: Interstate 295,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 36,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,105 (year 2041),  Design Load: HS 20,  Features Intersected: RMP FROM I-295 SB-RT 551
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $828,000,  Total Project Cost: $952,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1711155,  Location: At I-295-NJTPK JCT (Lat: 39.679431,  Lng: -75.485150),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 3,585 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,300 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJTP & SALEM CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.72m (31.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,160,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1711156,  Location: 0.3 mi S of Intrch 2 (Lat: 39.680369,  Lng: -75.484800),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1971,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 3,655 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,385 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-295 SB,  Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 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 or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,558,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,919,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1711157,  Location: AT I-295 EXIT 2 (Lat: 39.683169,  Lng: -75.480881),  Route carried "on" structure: State highway 140,  Year Built: 1952,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,080 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,095 (year 2041),  Design Load: HS 20,  Features Intersected: I-295 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State 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: 15.8m (51.8ft),  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: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $132,000,  Total Project Cost: $175,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 171215,  Location: 1.43 MI SOUTH OF RT 48 (Lat: 39.695219,  Lng: -75.466739),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,400 (year 2041),  Design Load: HS 20,  Features Intersected: HOLLYWOOD AVE (CR 618)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1712151,  Location: 1.43 MI SO OF RT 48 (Lat: 39.695411,  Lng: -75.467000),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,400 (year 2041),  Design Load: HS 20,  Features Intersected: HOLLYWOOD AVE (CO. 618)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  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: 17.1m (56.1ft),  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: Fair,  Operating Rating: 83.5 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: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1712152,  Location: 0.5 Mi. S. of Rte. NJ 48 (Lat: 39.704719,  Lng: -75.454500),  Route carried "on" structure: County highway 629,  Year Built: 1965,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 928 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,114 (year 2040),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,902,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $4,028,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1712153,  Location: I-295 interchange (Lat: 39.708839,  Lng: -75.446700),  Route carried "on" structure: State highway 48,  Year Built: 1965,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 7,004 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,546 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-295
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.462,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,141,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $6,174,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1712154,  Location: 0.37 MI NORTH OF NJ 48 (Lat: 39.711869,  Lng: -75.440539),  Route carried "on" structure: Interstate 295,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,060 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,070 (year 2041),  Design Load: HS 20,  Features Intersected: GAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.773,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1712155,  Location: 3.2 MI NORTH OF TURNPIKE (Lat: 39.712389,  Lng: -75.440619),  Route carried "on" structure: Interstate 295,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,920 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,905 (year 2041),  Design Load: HS 20,  Features Intersected: GAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.773,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1712156,  Location: 0.89 M NE of 295&RT48 JCT (Lat: 39.716750,  Lng: -75.433331),  Route carried "on" structure: County highway 641,  Year Built: 1965,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 1,645 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,973 (year 2040),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: PENNSGROVE-AUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,022,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,431,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1712157,  Location: 2 MI NE OF I-295&NJ48 JCT (Lat: 39.727161,  Lng: -75.415711),  Route carried "on" structure: County highway 644,  Year Built: 1965,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 910 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,165 (year 2041),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: PERKINTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,152,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $1,683,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M00042,  Location: 0.4 MI N OF START OF TPK (Lat: 39.678869,  Lng: -75.485539),  Route carried "on" structure: Other road NJTPK,  Year Built: 1951,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 51,425 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,748 (year 2040),  Design Load: HS 20,  Features Intersected: SALEM CANAL,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.8 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: 23.0 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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M00085,  Location: 0.8 MI NORTH OF START (Lat: 39.680250,  Lng: -75.477478),  Route carried "on" structure: State highway 140,  Year Built: 1951,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 15,942 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,286 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: HAWKS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $318,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M00166,  Location: 0.4 MI NORTH OF EXIT 1 (Lat: 39.682619,  Lng: -75.462900),  Route carried "on" structure: Other road NJTPK,  Year Built: 1951,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 51,321 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,622 (year 2040),  Design Load: HS 20,  Features Intersected: GAME CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M00304,  Location: 1.8 MI NORTH OF EXIT 1 (Lat: 39.687419,  Lng: -75.437258),  Route carried "on" structure: County highway 628,  Year Built: 1950,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,147 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,376 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: COURSES LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.361,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.0 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: 25.3 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M00372R,  Location: 2.5 MI NORTH OF EXIT 1 (Lat: 39.689331,  Lng: -75.424789),  Route carried "on" structure: State highway 48,  Year Built: 2005,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,052 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,943 (year 2040),  Design Load: HL 93,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $1,725,000 ( Estimate for 2016),  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: M00393,  Location: 0.21 MI N OF NJ 48 (Lat: 39.690042,  Lng: -75.421014),  Route carried "on" structure: Other road 700,  Year Built: 1951,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 51,322 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,622 (year 2040),  Design Load: HS 20,  Features Intersected: TWO PENNY RUN,  Facility Carried by Structure: TURNPIKE MAINLINE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 6.502,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.8 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 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: March 2020

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Structure Number: M00489,  Location: 3.6 MI NORTH OF EXIT 1 (Lat: 39.694550,  Lng: -75.404008),  Route carried "on" structure: County highway 641,  Year Built: 1950,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,645 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,007 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: PENNSGROVE-AUBURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.049,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M00573,  Location: 4.5 MI NORTH OF EXIT 1 (Lat: 39.698850,  Lng: -75.389278),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 655 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: STUMPY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 31.1 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: 24.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 171115,  Location: AT TURNPIKE INTERCHANGE (Lat: 39.678161,  Lng: -75.484561),  Route carried "under" structure: Other road NJTPK,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 54,590 (year 2020),  Truck Traffic: 9%,  Features Intersected: NJTPK RT US40SALEM CANAL,  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1711152,  Location: .73 MI N OF I295 NJTP JCT (Lat: 39.683331,  Lng: -75.481161),  Route carried "under" structure: Interstate 295,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,240 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295 SB,  Facility Carried by Structure: NJ 140
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1711153,  Location: 0.24 MILES N OF US 130 (Lat: 39.677650,  Lng: -75.489700),  Route carried "under" structure: Ramp US 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,680 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 40 RAMP,  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1711154,  Location: 0.5 MI S OF I-295 EXIT 2 (Lat: 39.677000,  Lng: -75.486289),  Route carried "under" structure: Ramp Interstate 295,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,865 (year 2021),  Truck Traffic: 9%,  Features Intersected: RMP FROM I-295 SB-RT 551
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.628,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1711155,  Location: At I-295-NJTPK JCT (Lat: 39.679431,  Lng: -75.485150),  Route carried "under" structure: Other road NJTPK,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 52,340 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJTP & SALEM CANAL,  Facility Carried by Structure: I-295 CONNECTOR K
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1711156,  Location: 0.3 mi S of Intrch 2 (Lat: 39.680369,  Lng: -75.484800),  Route carried "under" structure: Interstate 295,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 16,240 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295 SB,  Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1711157,  Location: AT I-295 EXIT 2 (Lat: 39.683169,  Lng: -75.480881),  Route carried "under" structure: Interstate 295,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 18,215 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295 NB,  Facility Carried by Structure: NJ 140
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 171215,  Location: 1.43 MI SOUTH OF RT 48 (Lat: 39.695219,  Lng: -75.466739),  Route carried "under" structure: County highway 618,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2021),  Truck Traffic: 4%,  Features Intersected: HOLLYWOOD AVE (CR 618),  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1712151,  Location: 1.43 MI SO OF RT 48 (Lat: 39.695411,  Lng: -75.467000),  Route carried "under" structure: County highway 618,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2021),  Truck Traffic: 3%,  Features Intersected: HOLLYWOOD AVE (CO. 618),  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1712152,  Location: 0.5 Mi. S. of Rte. NJ 48 (Lat: 39.704719,  Lng: -75.454500),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 29,343 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: GEORGETWN RD CR629
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1712153,  Location: I-295 interchange (Lat: 39.708839,  Lng: -75.446700),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 60,143 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: RT 48
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 7.178,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1712156,  Location: 0.89 M NE of 295&RT48 JCT (Lat: 39.716750,  Lng: -75.433331),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 30,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: PENNSGROVE-AUB RD
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 8.610,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1712157,  Location: 2 MI NE OF I-295&NJ48 JCT (Lat: 39.727161,  Lng: -75.415711),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 39,980 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-295,  Facility Carried by Structure: PERKINTOWN ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.525,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: M00085,  Location: 0.8 MI NORTH OF START (Lat: 39.680250,  Lng: -75.477478),  Route carried "under" structure: Other road NJTPK,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 51,425 (year 2020),  Truck Traffic: 14%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: HAWKS BRIDGE ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: M00304,  Location: 1.8 MI NORTH OF EXIT 1 (Lat: 39.687419,  Lng: -75.437258),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 51,321 (year 2020),  Truck Traffic: 12%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: COURSES LANDING RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: M00372R,  Location: 2.5 MI NORTH OF EXIT 1 (Lat: 39.689331,  Lng: -75.424789),  Route carried "under" structure: Other road NJTPK,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 51,322 (year 2020),  Truck Traffic: 7%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ 48
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.987,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)