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

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Structure Number: 326152,  Location: 0.26 MILES S OF I-195 JCT (Lat: 40.181889,  Lng: -74.704461),  Route carried "on" structure: US 206,  Year Built: 1941,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 11,828 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,433 (year 2039),  Design Load: H 20,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.879,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  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: 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,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $3,000,  Total Project Cost: $5,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 326153,  Location: .4 MILE SOUTH OF 533 JCT (Lat: 40.182069,  Lng: -74.704769),  Route carried "on" structure: US 206,  Year Built: 1924,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,397 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,686 (year 2041),  Design Load: HS 20,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $2,012,000,  Total Project Cost: $2,012,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1106427,  Location: 0.7 mile South of I-295 (Lat: 40.215469,  Lng: -74.690281),  Route carried "on" structure: County highway 533,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,340 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,495 (year 2041),  Design Load: HS 20,  Features Intersected: POND RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.267,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: 111615,  Location: 0.28 MILES EAST OF I-195 (Lat: 40.187181,  Lng: -74.688950),  Route carried "on" structure: County highway 524,  Year Built: 1931,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 18,858 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,630 (year 2039),  Design Load: HS 20,  Features Intersected: GROPP LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: Superior to present desirable 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 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 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: 113015,  Location: 0.1 MI WEST OF RT.I-295 (Lat: 40.183839,  Lng: -74.722839),  Route carried "on" structure: State highway 29,  Year Built: 1995,  Status: Open,  Structure Length: 29.35m (96.29ft),  Average Daily Traffic: 29,295 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,154 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1130151,  Location: 0.1 MI WEST OF I-295 (Lat: 40.184011,  Lng: -74.726581),  Route carried "on" structure: State highway 29,  Year Built: 1995,  Status: Open,  Structure Length: 29.32m (96.19ft),  Average Daily Traffic: 46,155 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,386 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Waterway Adequacy: Superior 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1130152,  Location: 0.41MI WEST OF 206 INT. (Lat: 40.184219,  Lng: -74.727531),  Route carried "on" structure: State highway 29,  Year Built: 1995,  Status: Open,  Structure Length: 30.24m (99.21ft),  Average Daily Traffic: 37,115 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,930 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: WATSON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 33.6 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: 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: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1130153,  Location: 0.39 MI N OF I-295 JCT (Lat: 40.184189,  Lng: -74.731081),  Route carried "on" structure: State highway 29,  Year Built: 1995,  Status: Open,  Structure Length: 30.24m (99.21ft),  Average Daily Traffic: 36,953 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,872 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WATSON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 113415,  Location: 0.51 MI E OF I-295 JCT. (Lat: 40.184289,  Lng: -74.712289),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 283 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 340 (year 2040),  Design Load: HS 20,  Features Intersected: I-195,  Facility Carried by Structure: HOBSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134151,  Location: RT I-195 & US 206 INTER. (Lat: 40.185689,  Lng: -74.704689),  Route carried "on" structure: US 206,  Year Built: 1985,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 24,370 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,345 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.282,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134152,  Location: AT I-195 EXIT 1 (Lat: 40.182169,  Lng: -74.703331),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 13,094 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,500 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CROSSWICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1134154,  Location: ON I-195 WB/CR 524 EB (Lat: 40.186669,  Lng: -74.693331),  Route carried "on" structure: Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 36,869 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,987 (year 2042),  Design Load: HS 20,  Features Intersected: S BROAD ST EB(CR 524)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134155,  Location: 0.63 MI E OF RT 206 JCT (Lat: 40.186811,  Lng: -74.693669),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,814 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,557 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BROAD ST E.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1134156,  Location: 0.1 MI EAST OF CO.RT 524 (Lat: 40.189289,  Lng: -74.688869),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 3,455 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,560 (year 2039),  Design Load: HS 20,  Features Intersected: I-195,  Facility Carried by Structure: LAKESIDE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than 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: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,030,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1134171,  Location: 0.7 MI EAST OF RT 206 (Lat: 40.187389,  Lng: -74.691831),  Route carried "on" structure: Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 27,693 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,252 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: S.BROAD ST & ARENA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 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: 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134172,  Location: 0.75 MI E OF US 206 JCT (Lat: 40.188139,  Lng: -74.691239),  Route carried "on" structure: Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 32,815 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,040 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: S Broad St WB & Arena Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 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: Somewhat better than minimum adequacy,  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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134173,  Location: 0.7 MILE EAST OF RT 206 (Lat: 40.188111,  Lng: -74.691400),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 4,413 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,295 (year 2041),  Design Load: HS 20,  Features Intersected: ARENA DRIVE (CO. 620)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1134174,  Location: 0.74 Mi E of US 206 Jct. (Lat: 40.187331,  Lng: -74.691331),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1986,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 4,513 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,325 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S Broad St WB&Arena DrNB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.688,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134176,  Location: 0.14 MI EAST OF I-295 JCT (Lat: 40.183489,  Lng: -74.719361),  Route carried "on" structure: Interstate 195,  Year Built: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 45,458 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,913 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-195 RAMP "H"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1134177,  Location: 0.14 MI EAST OF I-295 (Lat: 40.183969,  Lng: -74.718981),  Route carried "on" structure: Interstate 195,  Year Built: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 38,081 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-295 RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136151,  Location: 0.39 MI. WEST OF RT.206 (Lat: 40.183531,  Lng: -74.726531),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1994,  Status: Open,  Structure Length: 54.92m (180.18ft),  Average Daily Traffic: 11,719 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,299 (year 2040),  Design Load: HS 20,  Features Intersected: WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.92m (180.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,050,000,  Total Project Cost: $15,000,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136152,  Location: AT I-295&I-195/NJ29 JCT (Lat: 40.182050,  Lng: -74.724039),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 27.89m (91.50ft),  Average Daily Traffic: 11,562 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,108 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WATSON'S CRK & WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.722,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136153,  Location: JCT I-295&I-195/NJ 29 (Lat: 40.183281,  Lng: -74.721881),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 33,442 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,806 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.931,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136154,  Location: AT I-295, EXIT 60 (Lat: 40.183331,  Lng: -74.722500),  Route carried "on" structure: Interstate 295,  Year Built: 1995,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 37,765 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,318 (year 2041),  Design Load: HS 20,  Features Intersected: I-195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.931,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present minimum 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136155,  Location: 0.1 MI WEST OF I-195 (Lat: 40.185689,  Lng: -74.721939),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 33,561 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,986 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RAMP CONNECTING 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.333,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136156,  Location: AT I-295 EXIT 60 (Lat: 40.186050,  Lng: -74.722311),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 32,862 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,097 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-195 RAMP "H"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.172,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136176,  Location: 0.54 MI S I195 & I295 JCT (Lat: 40.177239,  Lng: -74.722050),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 29.66m (97.31ft),  Average Daily Traffic: 47,895 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,441 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WATSONS CRK,NJ TRNST,D&R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.062,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1136177,  Location: 0.54M S I-195&I-295 JCT (Lat: 40.177639,  Lng: -74.722489),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 27.77m (91.11ft),  Average Daily Traffic: 44,885 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,768 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WATSONS CK,NJ TRNST,D&R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.094,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137157,  Location: 0.5 MI N JCT 195,129&29 (Lat: 40.189769,  Lng: -74.719469),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,682 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,019 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-295,  Facility Carried by Structure: INDEPENDENCE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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 desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137158,  Location: .8 MI N OF WHITEHORSE CIR (Lat: 40.193331,  Lng: -74.721669),  Route carried "on" structure: US 206,  Year Built: 1986,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 20,738 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,885 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.778,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137159,  Location: 0.1 MI. N. OF BROAD ST. (Lat: 40.194711,  Lng: -74.716700),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 7,170 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-295,  Facility Carried by Structure: SOUTH CLINTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 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,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137162,  Location: 1.2MI N OF 195/295 INTCHG (Lat: 40.199439,  Lng: -74.711669),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 36,098 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,047 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARENA DRIVE (CR 620)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.814,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137163,  Location: AT I-295 EXIT 61 (Lat: 40.199639,  Lng: -74.712189),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 34,470 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,477 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARENA DRIVE (CR 620)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.814,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1137164,  Location: 1.7MI N OF I195/I295 INT (Lat: 40.205361,  Lng: -74.707931),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 30,892 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,926 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: S.OLDEN AVE.(CO.RTE.622)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.602,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: Epoxy Coated Reinforcing

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Structure Number: 1137165,  Location: 1.66 MI N OF I-195 JCT (Lat: 40.205381,  Lng: -74.708311),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 31,215 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,824 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH OLDEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.602,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137166,  Location: 2.1MI N OF I95/295 INTERC (Lat: 40.211661,  Lng: -74.704961),  Route carried "on" structure: County highway 619,  Year Built: 1984,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 11,707 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,284 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State 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: 2,  Length of Maximum Span: 31.7m (104.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 72.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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: 113415,  Location: 0.51 MI E OF I-295 JCT. (Lat: 40.184289,  Lng: -74.712289),  Route carried "under" structure: Interstate 195,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 91,100 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: HOBSON AVENUE
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1134151,  Location: RT I-195 & US 206 INTER. (Lat: 40.185689,  Lng: -74.704689),  Route carried "under" structure: Interstate 195,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 82,470 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: US 206
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 1.481,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1134154,  Location: ON I-195 WB/CR 524 EB (Lat: 40.186669,  Lng: -74.693331),  Route carried "under" structure: County highway 524,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 8,048 (year 2022),  Truck Traffic: 4%,  Features Intersected: S BROAD ST EB(CR 524),  Facility Carried by Structure: I-195 WESTBOUND
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 1134155,  Location: 0.63 MI E OF RT 206 JCT (Lat: 40.186811,  Lng: -74.693669),  Route carried "under" structure: County highway 524,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 7,991 (year 2021),  Truck Traffic: 1%,  Features Intersected: SOUTH BROAD ST E.B.,  Facility Carried by Structure: I-195 RAMP P
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.950,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 1134156,  Location: 0.1 MI EAST OF CO.RT 524 (Lat: 40.189289,  Lng: -74.688869),  Route carried "under" structure: Interstate 195,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 72,925 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-195,  Facility Carried by Structure: LAKESIDE BLVD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1134171,  Location: 0.7 MI EAST OF RT 206 (Lat: 40.187389,  Lng: -74.691831),  Route carried "under" structure: County highway 524,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 19,610 (year 2019),  Truck Traffic: 4%,  Features Intersected: S.BROAD ST & ARENA DRIVE,  Facility Carried by Structure: I-195 EASTBOUND
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1134171,  Location: 0.7 MI EAST OF RT 206 (Lat: 40.187389,  Lng: -74.691831),  Route carried "under" structure: County highway 620,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2019),  Truck Traffic: 4%,  Features Intersected: S.BROAD ST & ARENA DRIVE,  Facility Carried by Structure: I-195 EASTBOUND
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1134172,  Location: 0.75 MI E OF US 206 JCT (Lat: 40.188139,  Lng: -74.691239),  Route carried "under" structure: County highway 524,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 19,609 (year 2019),  Truck Traffic: 4%,  Features Intersected: S Broad St WB & Arena Dr,  Facility Carried by Structure: I-195 Westbound
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1134172,  Location: 0.75 MI E OF US 206 JCT (Lat: 40.188139,  Lng: -74.691239),  Route carried "under" structure: County highway 620,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,982 (year 2017),  Truck Traffic: 4%,  Features Intersected: S Broad St WB & Arena Dr,  Facility Carried by Structure: I-195 Westbound
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1134173,  Location: 0.7 MILE EAST OF RT 206 (Lat: 40.188111,  Lng: -74.691400),  Route carried "under" structure: County highway 620,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 11,977 (year 2021),  Truck Traffic: 4%,  Features Intersected: ARENA DRIVE (CO. 620),  Facility Carried by Structure: RAMP LA OF I-195
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 1134174,  Location: 0.74 Mi E of US 206 Jct. (Lat: 40.187331,  Lng: -74.691331),  Route carried "under" structure: County highway 524,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 10,155 (year 2020),  Truck Traffic: 4%,  Features Intersected: S Broad St WB&Arena DrNB,  Facility Carried by Structure: I-195 Ramp "Q"
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 1.175,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 1134174,  Location: 0.74 Mi E of US 206 Jct. (Lat: 40.187331,  Lng: -74.691331),  Route carried "under" structure: County highway 620,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 5,595 (year 2020),  Truck Traffic: 4%,  Features Intersected: S Broad St WB&Arena DrNB,  Facility Carried by Structure: I-195 Ramp "Q"
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 1134176,  Location: 0.14 MI EAST OF I-295 JCT (Lat: 40.183489,  Lng: -74.719361),  Route carried "under" structure: Ramp Interstate 195,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,503 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-195 RAMP "H"
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)