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

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Structure Number: 120315,  Location: 0.5 MI N OF RT 18 & 1 JCT (Lat: 40.489750,  Lng: -74.413350),  Route carried "on" structure: US 1,  Year Built: 1929,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 57.97m (190.19ft),  Average Daily Traffic: 61,830 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,196 (year 2041),  Features Intersected: RARITAN RIVER,&LOCAL RDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.659,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 61.6m (202.1ft)),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 9,  Length of Maximum Span: 61.6m (202.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1203156,  Location: 0.7mi N of US1 & NJ18 JCT (Lat: 40.489811,  Lng: -74.413739),  Route carried "on" structure: US 1,  Year Built: 1975,  Status: Open,  Structure Length: 57.55m (188.81ft),  Average Daily Traffic: 56,970 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,500 (year 2041),  Design Load: HS 20,  Features Intersected: Raritan Rivr & Local Rds
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.901,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Navigation Control: Yes ( Vertical Clearance: 27.4m (89.9ft), Horizontal Clearance: 41.1m (134.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.7m (222.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121315,  Location: 0.3 MI S OF US 1 JCT (Lat: 40.482250,  Lng: -74.412531),  Route carried "on" structure: State highway 18,  Year Built: 1931,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 55,189 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 79,217 (year 2040),  Design Load: HS 20,  Features Intersected: WESTON'S MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.857,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1213151,  Location: 1.95 MILES NORTH OF NJ TP (Lat: 40.483000,  Lng: -74.418219),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 111,467 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 133,761 (year 2040),  Design Load: HL 93,  Features Intersected: ROUTE US 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.355,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.8 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1213152,  Location: 1.1 MILES NORTH OF NJ TPK (Lat: 40.484250,  Lng: -74.419200),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 56,865 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 79,611 (year 2040),  Design Load: HL 93,  Features Intersected: RAMP E (US 1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.500,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1213154,  Location: 0.31 MI S OF U.S.1 (Lat: 40.482219,  Lng: -74.413631),  Route carried "on" structure: State highway 18,  Year Built: 1988,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 63,410 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 77,360 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WESTON'S MILL POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.857,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 83.8m (274.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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: 1213155,  Location: NEAR RT 1&18 INTERCHANGE (Lat: 40.482500,  Lng: -74.415689),  Route carried "on" structure: State highway 18,  Year Built: 1988,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 56,880 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,394 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROPOSED RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.146,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1214151,  Location: .35 MILE SO.OF RT 27 (Lat: 40.492639,  Lng: -74.438719),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 15,046 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,360 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROUTE NJ 18,  Facility Carried by Structure: NEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  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: 3.5m (11.5ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 68.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1214153,  Location: 1.1milesnorthofRt.1&Rt.18 (Lat: 40.489481,  Lng: -74.437500),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 2,260 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,783 (year 2040),  Design Load: HL 93,  Features Intersected: ROUTE NJ 18,  Facility Carried by Structure: COMMERCIAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  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: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.8 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 122915,  Location: NJ 172 & NJ 18 JCT. (Lat: 40.487011,  Lng: -74.431261),  Route carried "on" structure: ServiceState highway 18,  Year Built: 2009,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 19,732 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Voorhees St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.643,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 182.9m (600.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1229152,  Location: NJ 172 & NJ 18 JCT. (Lat: 40.486681,  Lng: -74.432581),  Route carried "on" structure: State highway 172,  Year Built: 2009,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 17,128 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,918 (year 2041),  Design Load: HL 93,  Features Intersected: NJ 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 70.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 123715,  Location: 1.7 MI NORTH OF US 1 (Lat: 40.497150,  Lng: -74.439781),  Route carried "on" structure: State highway 18,  Year Built: 2007,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 101,279 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 123,580 (year 2040),  Design Load: HL 93,  Features Intersected: ALBANY ST (NJ 27)
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 68.059,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1237152,  Location: 2.3 MILES NORTH OF US 1 (Lat: 40.503711,  Lng: -74.446881),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1982,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,359 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,538 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE NJ-18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.025,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,000,  Total Project Cost: $9,000 ( Estimate for 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: 1237153,  Location: 1 MI N OF RT 27 JCT (Lat: 40.506131,  Lng: -74.451819),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1982,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 11,260 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,739 (year 2040),  Design Load: HS 20,  Features Intersected: NJ RT 18 AND RAMP GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.491,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Roadway Improvement Cost: $24,000,  Total Project Cost: $28,000 ( Estimate for 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: 1237154,  Location: 2.7 MILES NORTH OF US 1 (Lat: 40.506311,  Lng: -74.453661),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1982,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 2,986 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,643 (year 2040),  Design Load: HS 20,  Features Intersected: RAMPG(18SBTOCR672)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.524,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Total Project Cost: $121,000 ( Estimate for 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: 1237155,  Location: 1.13MI W OF NJ18&27 JCT (Lat: 40.507311,  Lng: -74.456961),  Route carried "on" structure: State highway 18,  Year Built: 1980,  Status: Open,  Structure Length: 31.97m (104.89ft),  Average Daily Traffic: 44,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,323 (year 2040),  Design Load: HS 20,  Features Intersected: RARITAN R,JOHNSON,GEORGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.006,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 74.7m (245.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 74.7m (245.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1237158,  Location: 1.53 MI N OF NJ 27 JCT (Lat: 40.511681,  Lng: -74.458861),  Route carried "on" structure: State highway 18,  Year Built: 2004,  Status: Open,  Structure Length: 31.79m (104.30ft),  Average Daily Traffic: 20,515 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,618 (year 2041),  Features Intersected: RIVER RD, BRK&BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.586,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1237159,  Location: 1.5 mi from Rt NJ 27 (Lat: 40.512081,  Lng: -74.458669),  Route carried "on" structure: State highway 18,  Year Built: 2005,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 23,741 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,488 (year 2041),  Design Load: HS 20,  Features Intersected: RIVER ROAD(CR.609)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.586,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 123716,  Location: adjacent to river road br (Lat: 40.514661,  Lng: -74.457931),  Route carried "on" structure: State highway 18,  Year Built: 2005,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 36,687 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,025 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: METLARS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.731,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.1m (193.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 123B14,  Location: 0.49 miles south of CR606 (Lat: 40.448731,  Lng: -74.446281),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 4,884 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK,  Facility Carried by Structure: RIVA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.911,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 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: 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: 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: 123B146,  Location: .5 MI EAST NJ RT 18 (Lat: 40.483231,  Lng: -74.412211),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 7,623 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,302 (year 2041),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK,  Facility Carried by Structure: BURNET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $209,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 123B168,  Location: 0.7 MI. S. OF N.J. 18 (Lat: 40.505531,  Lng: -74.467419),  Route carried "on" structure: County highway 609,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 28,105 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,290 (year 2041),  Design Load: HS 20,  Features Intersected: MILE RUN BROOK,  Facility Carried by Structure: LANDING LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 123B17,  Location: 0.3 MI N OF CR 527 (Lat: 40.508161,  Lng: -74.464011),  Route carried "on" structure: County highway 609,  Year Built: 1895,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 30,294 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,958 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $1,120,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,829,000 ( Estimate for 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: 123B171,  Location: 1.15 MI N.HAMILTON CR 514 (Lat: 40.505031,  Lng: -74.467111),  Route carried "on" structure: County highway 527,  Year Built: 1878,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,770 (year 2041),  Design Load: H 20,  Features Intersected: MILE RUN BROOK,  Facility Carried by Structure: EASTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.409,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $40,000 ( Estimate for 2021)

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Structure Number: 1249166,  Location: 0.18 MILES WEST OF NJ 26 (Lat: 40.467181,  Lng: -74.477111),  Route carried "on" structure: County highway 680,  Year Built: 1950,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 21,010 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,300 (year 2040),  Design Load: H 20,  Features Intersected: AMTRAK NE CORRIDOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $170,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3000163,  Location: 0.23 MI E OF CR 533 JCT (Lat: 40.438131,  Lng: -74.614011),  Route carried "on" structure: County highway 632,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,022 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,227 (year 2040),  Design Load: HS 20,  Features Intersected: D&R CANAL,  Facility Carried by Structure: GRIGGSTOWN CAUSEWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.908,  Lanes on structure: 2,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 26.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 3000169,  Location: 0.29 MI N OF CO RT527 JCT (Lat: 40.507831,  Lng: -74.463981),  Route carried "on" structure: County highway 609,  Year Built: 1920,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 21,822 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,627 (year 2040),  Features Intersected: DELAWARE & RARITAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $1,817,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,026,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M08353,  Location: .1 MI N INTERCHANGE 9 (Lat: 40.480136,  Lng: -74.404822),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1951,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 32,147 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,226 (year 2041),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK,  Facility Carried by Structure: NJTPK INT 9 RP NT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.477,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.0 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: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M08355,  Location: .1 MI N INTERCHANGE 9 (Lat: 40.479797,  Lng: -74.403514),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 115,620 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 141,079 (year 2041),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.477,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.8 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M08355N,  Location: .1 MI N INTERCHANGE 9 (Lat: 40.479950,  Lng: -74.403139),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 55,580 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 67,818 (year 2041),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.477,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 46.7 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M08355S,  Location: .1 MI N INTERCHANGE 9 (Lat: 40.480017,  Lng: -74.404247),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 55,580 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 67,818 (year 2039),  Design Load: HS 20,  Features Intersected: LAWRENCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.477,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: Bituminous,  Membrane: Other

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Structure Number: M08372,  Location: .1 MI N INTERCHANGE 9 (Lat: 40.482083,  Lng: -74.403097),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 17,756 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,666 (year 2041),  Design Load: HS 20,  Features Intersected: NJTPK(I-95) NSO ROADWAY,  Facility Carried by Structure: NJTPK INT9 RAMPNIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.799,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 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: 25.3 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M08424N,  Location: .7 MI N OF INT 9 (Lat: 40.488333,  Lng: -74.396667),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 97,307 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 123,554 (year 2040),  Design Load: HS 20,  Features Intersected: RARITAN RIVER&NJTPK UTRN,  Facility Carried by Structure: NJTPK SNO-SNI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.587,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.4 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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M08424S,  Location: .7 MI N INT 9 (Lat: 40.488333,  Lng: -74.396667),  Route carried "on" structure: Interstate 95,  Year Built: 1952,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 97,367 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 123,630 (year 2040),  Design Load: HS 20,  Features Intersected: RARITAN RIVER & NJTP,  Facility Carried by Structure: NJ TP NSO-NSI RWYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.587,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120315,  Location: 0.5 MI N OF RT 18 & 1 JCT (Lat: 40.489750,  Lng: -74.413350),  Route carried "under" structure: Ramp US 1,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,305 (year 2021),  Truck Traffic: 4%,  Features Intersected: RARITAN RIVER,&LOCAL RDS
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 44.659,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 120315,  Location: 0.5 MI N OF RT 18 & 1 JCT (Lat: 40.489750,  Lng: -74.413350),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 0. m,  Features Intersected: RARITAN RIVER,&LOCAL RDS,  Facility Carried by Structure: US 1 NB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 1203156,  Location: 0.7mi N of US1 & NJ18 JCT (Lat: 40.489811,  Lng: -74.413739),  Route carried "under" structure: Ramp US 1,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,695 (year 2021),  Truck Traffic: 4%,  Features Intersected: Raritan Rivr & Local Rds
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 45.142,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.7m (222.1ft)

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Structure Number: 1213151,  Location: 1.95 MILES NORTH OF NJ TP (Lat: 40.483000,  Lng: -74.418219),  Route carried "under" structure: US 1,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 118,842 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE US 1
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 43.758,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1213152,  Location: 1.1 MILES NORTH OF NJ TPK (Lat: 40.484250,  Lng: -74.419200),  Route carried "under" structure: Ramp US 1,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 4%,  Features Intersected: RAMP E (US 1)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 43.726,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 1214151,  Location: .35 MILE SO.OF RT 27 (Lat: 40.492639,  Lng: -74.438719),  Route carried "under" structure: State highway 18,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 96,981 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE NJ 18,  Facility Carried by Structure: NEW STREET
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 67.528,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 1214153,  Location: 1.1milesnorthofRt.1&Rt.18 (Lat: 40.489481,  Lng: -74.437500),  Route carried "under" structure: State highway 18,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 70,286 (year 2020),  Truck Traffic: 5%,  Features Intersected: ROUTE NJ 18,  Facility Carried by Structure: COMMERCIAL AVENUE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 67.190,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 122915,  Location: NJ 172 & NJ 18 JCT. (Lat: 40.487011,  Lng: -74.431261),  Route carried "under" structure: ServiceCity street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 1%,  Features Intersected: Voorhees St,  Facility Carried by Structure: NJ 18 SERVICE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 66.643,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 182.9m (600.1ft)