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

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Structure Number: 1900L01,  Location: 1.8 mi south of NJ 94 (Lat: 41.066750,  Lng: -74.687811),  Route carried "on" structure: County highway 623,  Year Built: 1947,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,486 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,033 (year 2041),  Features Intersected: PAULINS KILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.152,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Bituminous

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Structure Number: 1900L14,  Location: 2.1 MI SW OF NJ 15 (Lat: 41.057600,  Lng: -74.684300),  Route carried "on" structure: County highway 669,  Year Built: 1974,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,886 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,521 (year 2041),  Features Intersected: BRANCH OF PAULINSKILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.045,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than 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: April 2021

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Structure Number: 1900Q07,  Location: 0.04 MI N OF CR 620 (Lat: 41.042800,  Lng: -74.629419),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 611 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 745 (year 2041),  Design Load: HS 20,  Features Intersected: WALLKILL RIVER,  Facility Carried by Structure: STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1900Q1,  Location: 0.1 MI N OF CR 620 (Lat: 41.038681,  Lng: -74.608600),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 187 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 228 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GLEN BROOK,  Facility Carried by Structure: MORRIS LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 1900Q28,  Location: 0.19 mi north of NJ 15 (Lat: 41.044269,  Lng: -74.628839),  Route carried "on" structure: County highway 517,  Year Built: 1996,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 16,014 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,540 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: STATION RD & WALLKILL RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.118,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1902153,  Location: 1.59 mi S of NJ 94 (Lat: 41.073600,  Lng: -74.656869),  Route carried "on" structure: State highway 15,  Year Built: 2003,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 27,655 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,185 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NY,SUSQUEHANNA WEST.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.172,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 191315,  Location: 3.4 MILES NO. OF RT 181 (Lat: 41.014831,  Lng: -74.618169),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,210 (year 2040),  Design Load: HS 20,  Features Intersected: NEW JERSEY 15,  Facility Carried by Structure: BLUE HERON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1913151,  Location: 9 MI NORTH JCT W/ I-80 (Lat: 41.026869,  Lng: -74.621489),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 1,454 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,774 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 15,  Facility Carried by Structure: EAST MOUNTAIN ROAD
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1913153,  Location: 0.95 MI. S. OF RT 517 (Lat: 41.040500,  Lng: -74.629350),  Route carried "on" structure: State highway 15,  Year Built: 1973,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 22,605 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,582 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WALLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.620,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Good,  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: 1913154,  Location: 0.2 MILE SOUTH OF CR 517 (Lat: 41.041369,  Lng: -74.630400),  Route carried "on" structure: State highway 15,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HL 93,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.843,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 86.2 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: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $679,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $875,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1913155,  Location: 0.2 MILE SOUTH OF CR 517 (Lat: 41.041300,  Lng: -74.630761),  Route carried "on" structure: State highway 15,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HL 93,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.843,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 61.6 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $709,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $911,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1913157,  Location: 0.6 MI.EAST OF NJ 181 (Lat: 41.043650,  Lng: -74.632319),  Route carried "on" structure: County highway 517,  Year Built: 1987,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 15,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.828,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1900Q28,  Location: 0.19 mi north of NJ 15 (Lat: 41.044269,  Lng: -74.628839),  Route carried "under" structure: Other road ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 116 (year 2021),  Truck Traffic: 1%,  Features Intersected: STATION RD & WALLKILL RV,  Facility Carried by Structure: CR 517
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 191315,  Location: 3.4 MILES NO. OF RT 181 (Lat: 41.014831,  Lng: -74.618169),  Route carried "under" structure: State highway 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,167 (year 2020),  Truck Traffic: 4%,  Features Intersected: NEW JERSEY 15,  Facility Carried by Structure: BLUE HERON RD.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 16.641,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1913151,  Location: 9 MI NORTH JCT W/ I-80 (Lat: 41.026869,  Lng: -74.621489),  Route carried "under" structure: State highway 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,167 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 15,  Facility Carried by Structure: EAST MOUNTAIN ROAD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 17.976,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 1913154,  Location: 0.2 MILE SOUTH OF CR 517 (Lat: 41.041369,  Lng: -74.630400),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,650 (year 2020),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: NJ 15 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.789,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1913155,  Location: 0.2 MILE SOUTH OF CR 517 (Lat: 41.041300,  Lng: -74.630761),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,590 (year 2020),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: NJ 15 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.789,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1913157,  Location: 0.6 MI.EAST OF NJ 181 (Lat: 41.043650,  Lng: -74.632319),  Route carried "under" structure: State highway 15,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 22,400 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 15,  Facility Carried by Structure: CR 517
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 20.149,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)