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

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Structure Number: 1802151,  Location: .8MI EAST OF RT 202&206 (Lat: 40.581350,  Lng: -74.606150),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,425 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,310 (year 2040),  Design Load: HS 20,  Features Intersected: US 22 WB,  Facility Carried by Structure: GROVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1808153,  Location: 0.1 MI SOUTH OF I-287 (Lat: 40.592900,  Lng: -74.623650),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 5,910 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,215 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US202-206 & I-287 RAMP B,  Facility Carried by Structure: GARRETSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.557,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $276,000 ( 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: 1808154,  Location: 0.85 MI NORTH OF RT 22 (Lat: 40.594039,  Lng: -74.623061),  Route carried "on" structure: US 202,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 74,327 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,194 (year 2040),  Design Load: HS 20,  Features Intersected: I-287
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 41.650,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1808156,  Location: 1.1 MI N OF 206-22 JCT (Lat: 40.598450,  Lng: -74.623769),  Route carried "on" structure: US 202,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 9,378 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,253 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.028,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,081,000,  Roadway Improvement Cost: $508,000,  Total Project Cost: $7,303,000 ( 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: 180817,  Location: 0.4 MI SOUTH OF I-287 (Lat: 40.588831,  Lng: -74.623169),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 10,830 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,995 (year 2041),  Design Load: HS 20,  Features Intersected: US 202/206,  Facility Carried by Structure: COMMONS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 19.5m (64.0ft)

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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $402,000 ( Estimate for 2017),  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: 1813155,  Location: 1.64 mi North of US 22 (Lat: 40.581831,  Lng: -74.597839),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,880 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,260 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 NORTHBOUND,  Facility Carried by Structure: N. GASTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1813157,  Location: 1.8MI NORTH OF US 22 JCT (Lat: 40.582489,  Lng: -74.600631),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 43,984 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,781 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROSS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.007,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 1813158,  Location: 1.8 MI N OF US 22 JCT (Lat: 40.582011,  Lng: -74.601461),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 41,347 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,606 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROSS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.007,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1813159,  Location: 2.2MI NORTH OF RT 22 JCT (Lat: 40.583819,  Lng: -74.608119),  Route carried "on" structure: County highway 639,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-287 NB,  Facility Carried by Structure: NORTH BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.0 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: 36.3 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $793,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,187,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 181316,  Location: 2.2 MI NORTH OF RT 22 JCT (Lat: 40.583339,  Lng: -74.608200),  Route carried "on" structure: County highway 639,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-287 SB,  Facility Carried by Structure: NORTH BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $788,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,180,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1813161,  Location: 2.57 MI NORTH OF US22 (Lat: 40.586581,  Lng: -74.614381),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 4,080 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,900 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 NB,  Facility Carried by Structure: PRINCE RODGERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,366,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1813162,  Location: 2.57 mi N of US 22 (Lat: 40.586200,  Lng: -74.614800),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 4,080 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,900 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 SOUTHBOUND,  Facility Carried by Structure: PRINCE RODGERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,366,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1813167,  Location: .1MI SOUTH OF RT 202&206 (Lat: 40.593161,  Lng: -74.622261),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 5,240 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,290 (year 2040),  Design Load: HL 93,  Features Intersected: I-287,  Facility Carried by Structure: WOODLAWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 181415,  Location: 202&206 JCT (Lat: 40.595889,  Lng: -74.624431),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 22,325 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,790 (year 2041),  Design Load: HS 20,  Features Intersected: I-287 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.534,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.3 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814157,  Location: 2.44 MI SOUTH OF I-78 JCT (Lat: 40.609269,  Lng: -74.630861),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,366 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,840 (year 2041),  Design Load: H 20,  Features Intersected: INTERSTATE ROUTE I-287,  Facility Carried by Structure: TALAMINI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 181416,  Location: 1.1 MI S OF I-78 JCT (Lat: 40.626981,  Lng: -74.640819),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 3,265 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 NB,  Facility Carried by Structure: CEDAR BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  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: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1814161,  Location: 1.1 MI SOUTH OF I-78 JCT (Lat: 40.626889,  Lng: -74.641981),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 3,365 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287 SOUTHBOUND,  Facility Carried by Structure: CEDAR BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1814162,  Location: 0.34 MI South of I-78 (Lat: 40.637489,  Lng: -74.643919),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 74,962 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 89,954 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHAMBERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.523,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.5m (214.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1814163,  Location: .34MI South of I-78 JCT (Lat: 40.637061,  Lng: -74.644869),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 73,119 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,742 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHAMBERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.523,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.3m (201.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1814164,  Location: .2 MI SOUTH OF I-287 JCT (Lat: 40.639411,  Lng: -74.645469),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 1963,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 21,960 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-287 SB AND RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.568,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1814165,  Location: AT I78 INTERCHANGE (Lat: 40.640900,  Lng: -74.646239),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 2017,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 21,375 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,650 (year 2041),  Design Load: HL 93,  Features Intersected: I-287 SB & I-78 RAMP 'G'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.568,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1814166,  Location: 3.6 EAST OF CR523 SPUR (Lat: 40.640939,  Lng: -74.647850),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 21,375 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,650 (year 2041),  Design Load: HS 20,  Features Intersected: I-287 NB RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1814167,  Location: At I-78 Jct. (Lat: 40.644389,  Lng: -74.645081),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 1964,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 17,360 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,832 (year 2041),  Design Load: HS 20,  Features Intersected: I-287 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 68.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,386,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $2,081,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1814169,  Location: I-287 & I-78 Interchange (Lat: 40.640900,  Lng: -74.646331),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 2020,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 21,375 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,650 (year 2041),  Design Load: HL 93,  Features Intersected: I-287 NB and Ramp H,  Facility Carried by Structure: Ramp H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: October 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: 1815151,  Location: .3 MILE NORTH OF I-78 JCT (Lat: 40.646450,  Lng: -74.647111),  Route carried "on" structure: County highway 620,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 8,199 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,839 (year 2041),  Design Load: HL 93,  Features Intersected: I-287 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.778,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 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: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $204,000 ( 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: 1816152,  Location: 2.3 MI WEST OF I-287 (Lat: 40.642811,  Lng: -74.688569),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 54,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 65,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COWPERTHWAITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.995,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1816153,  Location: 2.2 MI WEST OF I-287 (Lat: 40.643211,  Lng: -74.688400),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 54,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 65,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COWPERTHWAITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.995,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.7 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1816154,  Location: 2 MI WEST OF I-287 (Lat: 40.642631,  Lng: -74.684111),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 55,472 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 66,567 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH BRANCH RARITAN RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.365,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1816155,  Location: 2 MI WEST OF I-287 JCT (Lat: 40.643050,  Lng: -74.683831),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 55,472 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 66,567 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH BR RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.365,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1816156,  Location: 1.13 MI WEST OF I-287 (Lat: 40.643611,  Lng: -74.667781),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 1,574 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,920 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-78,  Facility Carried by Structure: BUNN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 1816159,  Location: 0.48 MI W OF I-287 JCT (Lat: 40.642981,  Lng: -74.655511),  Route carried "on" structure: County highway 620,  Year Built: 1965,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 7,100 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,500 (year 2039),  Design Load: HL 93,  Features Intersected: I-78 AND RAMPS A & B,  Facility Carried by Structure: BURNT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State 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: 4,  Length of Maximum Span: 28.3m (92.8ft),  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 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: 42.1 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,432,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,855,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 181715,  Location: 0.3 Mi West of I-287 JCT (Lat: 40.642911,  Lng: -74.651161),  Route carried "on" structure: Interstate 78,  Year Built: 1963,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 58,860 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 71,886 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-78 RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.165,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,606,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $2,032,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1817151,  Location: I-78 Exit 30 @ I-287 Jct. (Lat: 40.642500,  Lng: -74.646581),  Route carried "on" structure: Interstate 78,  Year Built: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 62,795 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,354 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-287 SB & I-78 RAMP G.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.568,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1817152,  Location: AT I-287 INTERCHANGE (Lat: 40.643031,  Lng: -74.646019),  Route carried "on" structure: Interstate 78,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 26,950 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,885 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-287 SB & RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.568,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,582,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $1,883,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1817153,  Location: AT I-287 INTERCHANGE (Lat: 40.642461,  Lng: -74.645261),  Route carried "on" structure: Interstate 78,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 50,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,400 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-287 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: Deck Protection: Galvanized Reinforcing

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Structure Number: 1817154,  Location: AT I-287 INTERCHANGE (Lat: 40.642819,  Lng: -74.644769),  Route carried "on" structure: Interstate 78,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 113,207 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,219 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-287 NB & I-78 RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.680,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1817155,  Location: .5 MI.E.OF I-78,EXIT-30 (Lat: 40.642639,  Lng: -74.638019),  Route carried "on" structure: Interstate 78,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 44,041 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,850 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 202 & 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.292,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,773,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,313,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1817156,  Location: 0.4 MI E OF I-287 JCT (Lat: 40.643219,  Lng: -74.637869),  Route carried "on" structure: Interstate 78,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 55,505 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,727 (year 2041),  Design Load: HS 20,  Features Intersected: US 202-206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.292,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $5,321,000,  Roadway Improvement Cost: $510,000,  Total Project Cost: $6,630,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18D1006,  Location: 0.30 MI E CR641 (Lat: 40.636069,  Lng: -74.681819),  Route carried "on" structure: County highway 620,  Year Built: 1940,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,837 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,742 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RARITAN RIVER,  Facility Carried by Structure: BURNT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18D1102,  Location: 0.43MI E COWPERTHWAITE RD (Lat: 40.647381,  Lng: -74.681131),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,145 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE BROOK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing