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

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Structure Number: 13000E2,  Location: 0.5 MI SW of NJ 35 (Lat: 40.301500,  Lng: -74.067669),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,497 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WAMPUM BROOK,  Facility Carried by Structure: LEWIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1300E2,  Location: 5MI E. OF GSP INTCHG 115 (Lat: 40.310711,  Lng: -74.005481),  Route carried "on" structure: County highway 29,  Year Built: 1944,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 8,445 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,305 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRANCHPORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 4.6m (15.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1300E24,  Location: 0.35MI WEST OF NJ 35 (Lat: 40.305611,  Lng: -74.068281),  Route carried "on" structure: County highway 537,  Year Built: 1928,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 7,785 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,499 (year 2041),  Features Intersected: NJ TRANSIT SOUTHERN DIVI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.272,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,618,000,  Roadway Improvement Cost: $1,354,000,  Total Project Cost: $3,861,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1311155,  Location: 1.2 MI S OF 35-36 JCT (Lat: 40.273331,  Lng: -74.043331),  Route carried "on" structure: State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 36,496 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,379 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WHALE POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.206,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 74.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 132915,  Location: 2.3 MI SOUTH OF RT 36 INT (Lat: 40.252569,  Lng: -74.055639),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1987,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 732 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 894 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 18,  Facility Carried by Structure: RAMP SSW
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 18.540,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1329154,  Location: 2.4 MILES SO.OF G.S.PKWAY (Lat: 40.260039,  Lng: -74.058311),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 4,255 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,106 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 18,  Facility Carried by Structure: WEST PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1329156,  Location: 1.3 MI. S. OF G.S PRKWY (Lat: 40.272869,  Lng: -74.065219),  Route carried "on" structure: State highway 18,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 52,350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CRANBERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.938,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

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

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Structure Number: 1329157,  Location: 0.3 MI S OF CO RD 547 (Lat: 40.273761,  Lng: -74.067561),  Route carried "on" structure: State highway 18,  Year Built: 1987,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 23,621 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,823 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL WAY WEST
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 21.179,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329158,  Location: 0.31 Mi. S. of CR 547 (Lat: 40.273839,  Lng: -74.066811),  Route carried "on" structure: State highway 18,  Year Built: 1988,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 21,012 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,215 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL WAY WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.179,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1329159,  Location: 0.9 MILE S.E.OF G.S.PRKWY (Lat: 40.276481,  Lng: -74.071781),  Route carried "on" structure: State highway 18,  Year Built: 1988,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 21,012 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,214 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 547 (WYCKOFF ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.662,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: July 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: 132916,  Location: 0.56MI. S. OF G.S.P INT. (Lat: 40.280231,  Lng: -74.075350),  Route carried "on" structure: State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 32,115 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,540 (year 2041),  Design Load: H 20,  Features Intersected: CONNECTOR "NS"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.241,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1329164,  Location: 0.5 MI S. OF GSP INTRCH. (Lat: 40.281350,  Lng: -74.077861),  Route carried "on" structure: State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,023 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,652 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOPE RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 22.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329166,  Location: 0.45 MI S. OF GSP INTRCH (Lat: 40.282550,  Lng: -74.078789),  Route carried "on" structure: Ramp State highway 18,  Year Built: 1991,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 15,904 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,405 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOPE RD (CR 51)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.402,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  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: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329169,  Location: .80M S GARDEN ST PKWY JCT (Lat: 40.276481,  Lng: -74.071269),  Route carried "on" structure: State highway 18,  Year Built: 1987,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 23,768 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 547 (WYCKOFF ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.662,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1329154,  Location: 2.4 MILES SO.OF G.S.PKWAY (Lat: 40.260039,  Lng: -74.058311),  Route carried "under" structure: State highway 18,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 51,747 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 18,  Facility Carried by Structure: WEST PARK AVENUE
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 19.425,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 1329157,  Location: 0.3 MI S OF CO RD 547 (Lat: 40.273761,  Lng: -74.067561),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 918 (year 2020),  Truck Traffic: 3%,  Features Intersected: INDUSTRIAL WAY WEST,  Facility Carried by Structure: NJ 18 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1329158,  Location: 0.31 Mi. S. of CR 547 (Lat: 40.273839,  Lng: -74.066811),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 249 (year 2020),  Truck Traffic: 3%,  Features Intersected: INDUSTRIAL WAY WEST,  Facility Carried by Structure: NJ 18 NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1329159,  Location: 0.9 MILE S.E.OF G.S.PRKWY (Lat: 40.276481,  Lng: -74.071781),  Route carried "under" structure: County highway 547,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 12,934 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 547 (WYCKOFF ROAD),  Facility Carried by Structure: NJ 18 SB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 41.489,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 132916,  Location: 0.56MI. S. OF G.S.P INT. (Lat: 40.280231,  Lng: -74.075350),  Route carried "under" structure: Ramp State highway 18,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,870 (year 2021),  Truck Traffic: 5%,  Features Intersected: CONNECTOR "NS"
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 22.241,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 1329164,  Location: 0.5 MI S. OF GSP INTRCH. (Lat: 40.281350,  Lng: -74.077861),  Route carried "under" structure: County highway 51,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 20,696 (year 2020),  Features Intersected: HOPE RD,  Facility Carried by Structure: NJ ROUTE 18 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1329166,  Location: 0.45 MI S. OF GSP INTRCH (Lat: 40.282550,  Lng: -74.078789),  Route carried "under" structure: County highway 51,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,873 (year 2020),  Truck Traffic: 4%,  Features Intersected: HOPE RD (CR 51),  Facility Carried by Structure: NJ18 CONNECTOR NW
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 1329169,  Location: .80M S GARDEN ST PKWY JCT (Lat: 40.276481,  Lng: -74.071269),  Route carried "under" structure: County highway 547,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 22,967 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 547 (WYCKOFF ROAD),  Facility Carried by Structure: NJ 18 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 41.489,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 132917,  Location: AT NJ 36 JUNCTION (Lat: 40.288331,  Lng: -74.076669),  Route carried "under" structure: State highway 36,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 38,639 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE NJ 36 AND BROOK,  Facility Carried by Structure: NJ 18 CONNECTOR NS
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.7m (222.1ft)