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

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Structure Number: 140103,  Location: 0.24 MI N. OF CR 644 (Lat: 40.900789,  Lng: -74.504550),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 2,963 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,555 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: BEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 62.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1401038,  Location: 0.3 MI NORTH OF MAIN ST (Lat: 40.902361,  Lng: -74.714311),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,105 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,348 (year 2041),  Design Load: HL 93,  Features Intersected: MUSCONETCONG RIVER,  Facility Carried by Structure: WATERLOO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 64.5 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: 49.9 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $952,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,424,000 ( 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: 1412151,  Location: 0.95 W OF NETCONG RD (Lat: 40.890281,  Lng: -74.698100),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 48,303 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,963 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 183 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.758,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $101,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412152,  Location: AT I-80 EXIT 27 (Lat: 40.890700,  Lng: -74.697950),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 48,303 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,964 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 183 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.758,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.0 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $157,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412154,  Location: AT I-80 EXIT 27 (Lat: 40.890269,  Lng: -74.696839),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 39,200 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,100 (year 2041),  Design Load: HS 20,  Features Intersected: US 206 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.855,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412155,  Location: I-80 EXIT-27 (Lat: 40.890531,  Lng: -74.696889),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 39,200 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,100 (year 2021),  Design Load: HS 20,  Features Intersected: US 206 NB & NJ 183 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.855,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $338,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $583,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412156,  Location: .9MI E OF NJ 183 & 206 (Lat: 40.890361,  Lng: -74.679689),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 48,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,000 (year 2041),  Design Load: HL 93,  Features Intersected: US 46 (LEDGEWOOD AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.303,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.3 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: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,178,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $5,733,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412157,  Location: 0.9 MI E OF I-80 EXIT 27 (Lat: 40.890539,  Lng: -74.680081),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 48,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,000 (year 2041),  Design Load: HL 93,  Features Intersected: US 46 (LEDGEWOOD AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.303,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.3 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: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,199,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $5,768,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1417161,  Location: AT I-80 EXIT 27 (Lat: 40.891900,  Lng: -74.698139),  Route carried "on" structure: US 206,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 183 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.451,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $480,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 142615,  Location: 0.04 MILE NORTH OF US 46 (Lat: 40.897619,  Lng: -74.702061),  Route carried "on" structure: State highway 183,  Year Built: 2013,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 19,740 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,080 (year 2039),  Design Load: HL 93,  Features Intersected: NJ TRANSIT(MORR LINE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1426151,  Location: 0.40 MI NORTH OF US 46 (Lat: 40.901850,  Lng: -74.704789),  Route carried "on" structure: State highway 183,  Year Built: 1926,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 20,060 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,478 (year 2041),  Features Intersected: MUSCONETCONG LAKE OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 19.2m (63.0ft)

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

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Structure Number: 142715,  Location: 0.2 MI WEST OF RTE 206 (Lat: 40.907631,  Lng: -74.727811),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 7,405 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,885 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: International Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.240,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1427151,  Location: 0.1 MI NORTH OF RTE I-80 (Lat: 40.908431,  Lng: -74.726200),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,575 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,739 (year 2040),  Design Load: HS 20,  Features Intersected: WILLS BROOK,  Facility Carried by Structure: INTERNATIONAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 1427152,  Location: 300 Ft. West of RT 206 (Lat: 40.906319,  Lng: -74.725631),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 63,810 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,848 (year 2040),  Design Load: HS 20,  Features Intersected: WILLIS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.539,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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 minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 143115,  Location: 0.94 MI S OF EXIT 27 (Lat: 40.893769,  Lng: -74.715600),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 41,730 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,076 (year 2041),  Design Load: HS 20,  Features Intersected: US 46 & MORRSITOWN LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.245,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 1431151,  Location: 1.0 MILE EAST OF RT 206 (Lat: 40.893931,  Lng: -74.715281),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 41,730 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,076 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 46 & NJ Transit
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.181,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

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

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Structure Number: 1431152,  Location: 0.04 MILES EAST OF EL RR (Lat: 40.893761,  Lng: -74.713031),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 11,229 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,702 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE U.S. 46 E.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.245,  Lanes on structure: 1,  Lanes under structure: 2,  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: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1412151,  Location: 0.95 W OF NETCONG RD (Lat: 40.890281,  Lng: -74.698100),  Route carried "under" structure: State highway 183,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 7,524 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 183 SOUTHBOUND,  Facility Carried by Structure: I-80 EB & RAMP FF
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 1412152,  Location: AT I-80 EXIT 27 (Lat: 40.890700,  Lng: -74.697950),  Route carried "under" structure: State highway 183,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 7,524 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 183 SOUTHBOUND,  Facility Carried by Structure: I-80 WB & RAMP"EE"
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1412154,  Location: AT I-80 EXIT 27 (Lat: 40.890269,  Lng: -74.696839),  Route carried "under" structure: US 206,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 206 NORTHBOUND,  Facility Carried by Structure: I-80 EASTBOUND
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 153.226,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1412155,  Location: I-80 EXIT-27 (Lat: 40.890531,  Lng: -74.696889),  Route carried "under" structure: Interstate ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 7,530 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 206 NB & NJ 183 NB,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1412155,  Location: I-80 EXIT-27 (Lat: 40.890531,  Lng: -74.696889),  Route carried "under" structure: US 206,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 206 NB & NJ 183 NB,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 153.226,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1412156,  Location: .9MI E OF NJ 183 & 206 (Lat: 40.890361,  Lng: -74.679689),  Route carried "under" structure: US 46,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46 (LEDGEWOOD AVE.),  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 50.694,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1412157,  Location: 0.9 MI E OF I-80 EXIT 27 (Lat: 40.890539,  Lng: -74.680081),  Route carried "under" structure: US 46,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46 (LEDGEWOOD AVE.),  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 50.694,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1417161,  Location: AT I-80 EXIT 27 (Lat: 40.891900,  Lng: -74.698139),  Route carried "under" structure: State highway 183,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 7,450 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 183 SB,  Facility Carried by Structure: US 206 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 143115,  Location: 0.94 MI S OF EXIT 27 (Lat: 40.893769,  Lng: -74.715600),  Route carried "under" structure: US 46,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,039 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46 & MORRSITOWN LINE,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 8.38m (27.49ft),  Kilometerpoint: 47.395,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1431151,  Location: 1.0 MILE EAST OF RT 206 (Lat: 40.893931,  Lng: -74.715281),  Route carried "under" structure: US 46,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,040 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46 & NJ Transit,  Facility Carried by Structure: Route I-80 WB
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 47.427,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1431152,  Location: 0.04 MILES EAST OF EL RR (Lat: 40.893761,  Lng: -74.713031),  Route carried "under" structure: US 46,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 19,155 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROUTE U.S. 46 E.B.,  Facility Carried by Structure: I80 RAMP Y
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 47.524,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)