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

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Structure Number: 121B051,  Location: 0.18 miles north of CR654 (Lat: 40.538550,  Lng: -74.261569),  Route carried "on" structure: County highway 611,  Year Built: 1991,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 15,010 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,315 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOODBRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2019,  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: 121B055,  Location: 0.37 miles north of CR654 (Lat: 40.541211,  Lng: -74.273931),  Route carried "on" structure: County highway 653,  Year Built: 1979,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,364 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,766 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF WOODBRIDGE CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 122315,  Location: 0.48mi NE of RT9&35 JCT (Lat: 40.503131,  Lng: -74.295369),  Route carried "on" structure: State highway 35,  Year Built: 2005,  Status: Open,  Structure Length: 121.04m (397.11ft),  Average Daily Traffic: 24,960 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,450 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Raritan Rvr/Riverview Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.284,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 33.5m (109.9ft), Horizontal Clearance: 107.9m (354.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 134.1m (440.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2021,  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: 1223153,  Location: 0.28 MI. N. OF C.R. 656 (Lat: 40.517281,  Lng: -74.284731),  Route carried "on" structure: State highway 35,  Year Built: 1960,  Year Reconstructed: 1972,  Status: Temporarily open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 21,580 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,895 (year 2041),  Design Load: HS 20,  Features Intersected: PERTH AMBOY CONN (RT440)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.426,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $7,592,000,  Roadway Improvement Cost: $760,000,  Total Project Cost: $11,788,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1232153,  Location: 600 FT WNW OF 35/440 JCT (Lat: 40.529739,  Lng: -74.281969),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 6,901 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,282 (year 2041),  Design Load: HL 93,  Features Intersected: NJ 35 RAMP "G"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.488,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $535,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1232154,  Location: AT JCT OF NJ440-NJ35 (Lat: 40.528861,  Lng: -74.279869),  Route carried "on" structure: State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 22,917 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,501 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.810,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $113,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1232155,  Location: 0.27 MI EAST OF ROUTE 35 (Lat: 40.528419,  Lng: -74.275011),  Route carried "on" structure: County highway 653,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,687 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 440,  Facility Carried by Structure: AMBOY AVE & U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 62.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $521,000,  Total Project Cost: $599,000 ( 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: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 9,635 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,562 (year 2041),  Design Load: HL 93,  Features Intersected: Ramp/State/Bogg/Dill/NJT
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 6.453,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 10,717 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,860 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Ramp/State/Bogg/Dill/NJT
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 6.518,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: Bituminous

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Structure Number: 123216,  Location: OVER STATE ST (CR611) NB (Lat: 40.527400,  Lng: -74.264369),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,692 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,430 (year 2041),  Design Load: HS 20,  Features Intersected: STATE STREET (CR 611) NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1232161,  Location: NJ440 MP4.26 StateSt Exit (Lat: 40.526619,  Lng: -74.262669),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2013,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 5,380 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,570 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NJ 440 Ramp U and ramp V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Deck Protection: Galvanized Reinforcing

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Structure Number: 123417,  Location: 0.25 MI NORTH OF RT440 (Lat: 40.520950,  Lng: -74.301450),  Route carried "on" structure: US 9,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 46,120 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,344 (year 2040),  Design Load: HL 93,  Features Intersected: US 9 RAMP GM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.027,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,458,000,  Total Project Cost: $1,837,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1234173,  Location: 0.20 MI EAST OF US9 (Lat: 40.515631,  Lng: -74.296800),  Route carried "on" structure: County highway 656,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,455 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,547 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP FOR US 9 & NJ 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $250,000,  Total Project Cost: $300,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234177,  Location: 0.65 MI EAST OF GSP (Lat: 40.522800,  Lng: -74.291150),  Route carried "on" structure: County highway 616,  Year Built: 1972,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 15,402 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,482 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 440 & RAMP TO 440N,  Facility Carried by Structure: NEW BRUNSWICK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $286,000,  Total Project Cost: $329,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1234178,  Location: 0.81 MI EAST OF GSP (Lat: 40.525119,  Lng: -74.289289),  Route carried "on" structure: County highway 655,  Year Built: 1972,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 8,696 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,435 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.892,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,358,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $2,658,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1234179,  Location: 1.05 MI N OF US 9 JCT (Lat: 40.528189,  Lng: -74.285700),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 1,173 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,408 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 440,  Facility Carried by Structure: CARLOCK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  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: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

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

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Structure Number: 124115,  Location: At JCT of NJ 184 & US 9 (Lat: 40.534539,  Lng: -74.297361),  Route carried "on" structure: State highway 184,  Year Built: 1938,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 29,088 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,525 (year 2041),  Features Intersected: US 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1241151,  Location: 1.1 MI E. OF GSP (Lat: 40.528581,  Lng: -74.282939),  Route carried "on" structure: State highway 184,  Year Built: 1972,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 12,030 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,680 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 0.8m (2.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,397,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $2,188,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1254161,  Location: 0.6MI NW OF US1&I287 JCT (Lat: 40.536631,  Lng: -74.360061),  Route carried "on" structure: County highway 531,  Year Built: 1929,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 15,483 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,892 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: P.AMBOY-S.PLAINFIELD BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 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: 1254165,  Location: 0.57MI E OF US9&NJ440 JCT (Lat: 40.520381,  Lng: -74.290281),  Route carried "on" structure: County highway 655,  Year Built: 1985,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,365 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,207 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PERTH AMBOY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $260,000 ( 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: 126115,  Location: .7 MI EAST OF NJ 35 (Lat: 40.520081,  Lng: -74.268711),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 10,287 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,345 (year 2040),  Design Load: H 20,  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: HALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261151,  Location: 0.32 N. of State Street (Lat: 40.515161,  Lng: -74.270800),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 13,531 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,237 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,043,000 ( 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: 1261153,  Location: .8 MILE EAST OF NJ 35 (Lat: 40.512889,  Lng: -74.271761),  Route carried "on" structure: County highway 616,  Year Built: 1926,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 15,459 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,551 (year 2040),  Design Load: H 20,  Features Intersected: NORTH JERSEY COAST LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $1,224,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,152,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261154,  Location: 0.75 MI EAST OF RT 35 JCT (Lat: 40.511839,  Lng: -74.272769),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,227 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,697 (year 2041),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: FAYETTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $4,885,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $8,716,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261156,  Location: 1.07 MILE EAST OF NJ 35 (Lat: 40.510111,  Lng: -74.273561),  Route carried "on" structure: County highway 656,  Year Built: 1926,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 15,177 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,212 (year 2040),  Features Intersected: NORTH JERSEY COAST LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 46.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $3,597,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $6,116,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261158,  Location: 0.76 M. E. OF NJ 35/SMITH (Lat: 40.508561,  Lng: -74.274419),  Route carried "on" structure: County highway 658,  Year Built: 1927,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,749 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,099 (year 2020),  Features Intersected: NORTH JERSEY COAST LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $4,296,000,  Roadway Improvement Cost: $860,000,  Total Project Cost: $8,950,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3823069,  Location: 3 miles north of NJ TRPK (Lat: 40.524981,  Lng: -74.243950),  Route carried "on" structure: State highway 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 64.01m (210.01ft),  Average Daily Traffic: 83,856 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,080 (year 2037),  Design Load: HS 20,  Features Intersected: Arthur Kill
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 8.288,  Lanes on structure: 4,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 205.7m (674.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 228.6m (750.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 70.41m (231.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: September 2018,  Roadway Improvement Cost: $100,000,  Total Project Cost: $75,075,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 382306A,  Location: 3 miles north of NJ TRPK (Lat: 40.525169,  Lng: -74.239289),  Route carried "on" structure: State highway 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 70.41m (231.00ft),  Average Daily Traffic: 83,859 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,080 (year 2037),  Design Load: HS 20,  Features Intersected: Arthur Kill Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 70.41m (231.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $82,583,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 382306B,  Location: 3 miles north of NJ TRPK (Lat: 40.524469,  Lng: -74.252281),  Route carried "on" structure: State highway 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 149.17m (489.40ft),  Average Daily Traffic: 83,856 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,080 (year 2037),  Design Load: HS 20,  Features Intersected: State Street Ramp
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 8.288,  Lanes on structure: 4,  Lanes under structure: 12,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 66,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 149.12m (489.24ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Roadway Improvement Cost: $20,000,000,  Total Project Cost: $175,013,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M09208,  Location: 1.8 MI E RTE 444 & NJ TPK (Lat: 40.516667,  Lng: -74.276667),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 1,555 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,898 (year 2041),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.1 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: 42.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,035,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1223153,  Location: 0.28 MI. N. OF C.R. 656 (Lat: 40.517281,  Lng: -74.284731),  Route carried "under" structure: County highway 624,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,970 (year 2021),  Truck Traffic: 4%,  Features Intersected: PERTH AMBOY CONN (RT440),  Facility Carried by Structure: N.J 35
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1232153,  Location: 600 FT WNW OF 35/440 JCT (Lat: 40.529739,  Lng: -74.281969),  Route carried "under" structure: Ramp State highway 35,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,845 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 35 RAMP "G",  Facility Carried by Structure: NJ 440 RAMP "J"
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 85.810,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1232154,  Location: AT JCT OF NJ440-NJ35 (Lat: 40.528861,  Lng: -74.279869),  Route carried "under" structure: Ramp State highway 35,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,514 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 440
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 85.810,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1232154,  Location: AT JCT OF NJ440-NJ35 (Lat: 40.528861,  Lng: -74.279869),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 92,993 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 440,  Facility Carried by Structure: NJ35(CONVERY BLVD)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.488,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1232154,  Location: AT JCT OF NJ440-NJ35 (Lat: 40.528861,  Lng: -74.279869),  Route carried "under" structure: Ramp State highway 184,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,624 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 440,  Facility Carried by Structure: NJ35(CONVERY BLVD)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.963,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1232155,  Location: 0.27 MI EAST OF ROUTE 35 (Lat: 40.528419,  Lng: -74.275011),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 99,587 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 440,  Facility Carried by Structure: AMBOY AVE & U-TURN
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 5.922,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "under" structure: Ramp State highway 440,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,630 (year 2021),  Truck Traffic: 5%,  Features Intersected: Ramp/State/Bogg/Dill/NJT
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 6.453,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,287 (year 2021),  Truck Traffic: 4%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP V&Q
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,287 (year 2021),  Truck Traffic: 4%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP V&Q
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 644 (year 2021),  Truck Traffic: 1%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP V&Q
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525831,  Lng: -74.268981),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 1%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP V&Q
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 1%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 644 (year 2021),  Truck Traffic: 1%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,287 (year 2021),  Truck Traffic: 4%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 7.98m (26.18ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "under" structure: Ramp State highway 440,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,648 (year 2021),  Truck Traffic: 5%,  Features Intersected: Ramp/State/Bogg/Dill/NJT
Minimum Vertical Clearance: 7.90m (25.92ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: At OUTERBRIDGE CROSSING (Lat: 40.526381,  Lng: -74.269019),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,287 (year 2021),  Truck Traffic: 4%,  Features Intersected: Ramp/State/Bogg/Dill/NJT,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 123216,  Location: OVER STATE ST (CR611) NB (Lat: 40.527400,  Lng: -74.264369),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 28,448 (year 2021),  Truck Traffic: 4%,  Features Intersected: STATE STREET (CR 611) NB,  Facility Carried by Structure: NJ 440 RAMP V
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.205,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)