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

Find on map >>   Show street view

Structure Number: 200316,  Location: 3.3 MI WEST OF PARKWAY (Lat: 40.684800,  Lng: -74.328531),  Route carried "on" structure: Spur County highway 509,  Year Built: 1940,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 10,785 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,942 (year 2041),  Design Load: HS 20,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 52.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,513,000,  Roadway Improvement Cost: $527,000,  Total Project Cost: $6,500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200515,  Location: 0.21 MILE WEST OF I-78 (Lat: 40.712000,  Lng: -74.299619),  Route carried "on" structure: State highway 124,  Year Built: 1967,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 28,338 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,578 (year 2040),  Design Load: HS 20,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.183,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2005151,  Location: AT I-78 & NJ 124 JCT (Lat: 40.713331,  Lng: -74.297919),  Route carried "on" structure: State highway 124,  Year Built: 1967,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 13,454 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,416 (year 2038),  Design Load: HS 20,  Features Intersected: I-78 & RAMP ED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.473,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2005152,  Location: 0.01 mi west of CR 635 (Lat: 40.711081,  Lng: -74.311639),  Route carried "on" structure: State highway 124,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 24,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,900 (year 2040),  Design Load: HS 20,  Features Intersected: VAN WINKLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.896,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 2010159,  Location: 1.8 MI WEST OF RT 24 JCT (Lat: 40.700250,  Lng: -74.352561),  Route carried "on" structure: County highway 643,  Year Built: 1984,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 2,010 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,453 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.6m (70.9ft)

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 minimum criteria,  Underclear: Equal to present minimum 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 201016,  Location: 0.9 MI W OF 78-24 JCT (Lat: 40.708239,  Lng: -74.335739),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 50,807 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,994 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: QUARRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.118,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 2010161,  Location: 0.9 MI W OF 78-24 JCT (Lat: 40.708561,  Lng: -74.335950),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 50,806 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,994 (year 2041),  Design Load: HS 20,  Features Intersected: QUARRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.118,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  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: Poor,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $477,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2010162,  Location: 0.65 MI W OF 78-24 JCT (Lat: 40.709839,  Lng: -74.331050),  Route carried "on" structure: County highway 636,  Year Built: 1967,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 6,730 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,080 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 83.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 2010163,  Location: 0.3 MI W. OF EXIT 48 (Lat: 40.711650,  Lng: -74.326981),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,885 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,260 (year 2041),  Design Load: HS 20,  Features Intersected: TROY RD,BALUSTROL & RVRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.888,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2010165,  Location: 1 MI.W.OF I-78,EXIT-49 (Lat: 40.712339,  Lng: -74.315339),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 98,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 118,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.920,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Bituminous

Find on map >>   Show street view

Structure Number: 2010166,  Location: 0.4 Mi. E. of Exit 48 (Lat: 40.712869,  Lng: -74.315661),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 39,800 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,750 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 124 (MORRIS AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.920,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 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: Meets minimum limits,  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: Bituminous

Find on map >>   Show street view

Structure Number: 2010167,  Location: 0.2 MI E OF 78-24 JCT (Lat: 40.713039,  Lng: -74.315939),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 49,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 124 (MORRIS AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.920,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  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: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Meets minimum limits,  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: Bituminous

Find on map >>   Show street view

Structure Number: 2010168,  Location: .53 MI E OF 78-24 JCT (Lat: 40.712619,  Lng: -74.312189),  Route carried "on" structure: Interstate 78,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 188,988 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 230,601 (year 2041),  Design Load: HS 20,  Features Intersected: VAN WINKLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.194,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 20 degrees,  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: Fair,  Structural Evaluation: 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: March 2021

Find on map >>   Show street view

Structure Number: 2010169,  Location: 0.74 MI E OF 78-24 JCT (Lat: 40.712811,  Lng: -74.308139),  Route carried "on" structure: County highway 577,  Year Built: 1967,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 59.0 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $6,526,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $8,202,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2010178,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.711111,  Lng: -74.327261),  Route carried "on" structure: Interstate 78,  Year Built: 1974,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 145,411 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 174,493 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RVRR, TROY, BALTUSROL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.901,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2010179,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.710831,  Lng: -74.327131),  Route carried "on" structure: Interstate 78,  Year Built: 1974,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 15,137 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,164 (year 2041),  Design Load: HS 20,  Features Intersected: RVRR,TROY & BALTUSROL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.874,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2010181,  Location: AT 78-24 JCT (Lat: 40.711739,  Lng: -74.323911),  Route carried "on" structure: Ramp Interstate 78,  Year Built: 1974,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,500 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 24 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 79.180,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 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 corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $2,956,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 201215,  Location: 0.28 MI E of JCT W/ 124 (Lat: 40.707839,  Lng: -74.301819),  Route carried "on" structure: State highway 82,  Year Built: 1875,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 24,811 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,773 (year 2041),  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,433,000,  Roadway Improvement Cost: $443,000,  Total Project Cost: $6,339,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 2017002,  Location: 0.12 MI SW OF NJ 124 (Lat: 40.709689,  Lng: -74.312531),  Route carried "on" structure: County highway 635,  Year Built: 1977,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 12,888 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,723 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM 10-35-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 201701,  Location: 0.03 MI EAST OF CR 509 (Lat: 40.708500,  Lng: -74.312981),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,124 (year 2040),  Features Intersected: STREAM 10-35-4,  Facility Carried by Structure: WABENO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2017011,  Location: 0.25 MI S OF NJ 124 (Lat: 40.708119,  Lng: -74.314100),  Route carried "on" structure: County highway 635,  Year Built: 1975,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 17,435 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,925 (year 2040),  Design Load: Greater than HL93,  Features Intersected: STREAM 10-35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2017015,  Location: 0.10 MI NW OF CR 509 (Lat: 40.708539,  Lng: -74.315469),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,863 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,036 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM 10-35,  Facility Carried by Structure: CALDWELL PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2017033,  Location: 0.69 MI S OF NJ 124 (Lat: 40.700550,  Lng: -74.313000),  Route carried "on" structure: County highway 577,  Year Built: 1926,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,450 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,135 (year 2040),  Features Intersected: STREAM 10-35,  Facility Carried by Structure: MSL AV-CR 509 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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

Find on map >>   Show street view

Structure Number: 2017068,  Location: NEAR BROOK STREET (Lat: 40.710611,  Lng: -74.317550),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 852 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,040 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM 10-35,  Facility Carried by Structure: SALTER 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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 201815,  Location: At Intch 9A of NJ 24 (Lat: 40.719211,  Lng: -74.333600),  Route carried "on" structure: County highway 512,  Year Built: 1967,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 10,233 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,486 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.964,  Lanes on structure: 2,  Lanes under structure: 7,  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: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,998,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $8,791,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2018153,  Location: 0.2 MI W OF I-78&NJ24 JCT (Lat: 40.713861,  Lng: -74.325981),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 3,050 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,724 (year 2039),  Design Load: HS 20,  Features Intersected: NJ 24,  Facility Carried by Structure: BALTUSROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  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: 35.4m (116.1ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,548,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 200316,  Location: 3.3 MI WEST OF PARKWAY (Lat: 40.684800,  Lng: -74.328531),  Route carried "under" structure: US 22,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 71,841 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: CR509 SPUR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 83.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

Find on map >>   Show street view

Structure Number: 2005151,  Location: AT I-78 & NJ 124 JCT (Lat: 40.713331,  Lng: -74.297919),  Route carried "under" structure: Interstate 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 116,487 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-78 & RAMP ED,  Facility Carried by Structure: NJ 124
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 81.401,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 2005151,  Location: AT I-78 & NJ 124 JCT (Lat: 40.713331,  Lng: -74.297919),  Route carried "under" structure: Ramp Interstate 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,229 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-78 & RAMP ED,  Facility Carried by Structure: NJ 124
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 81.401,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 2010159,  Location: 1.8 MI WEST OF RT 24 JCT (Lat: 40.700250,  Lng: -74.352561),  Route carried "under" structure: Interstate 78,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 101,495 (year 2021),  Truck Traffic: 9%,  Features Intersected: ROUTE I-78,  Facility Carried by Structure: BALTUSRL RD(CO643)
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 76.428,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 201016,  Location: 0.9 MI W OF 78-24 JCT (Lat: 40.708239,  Lng: -74.335739),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17 (year 2021),  Truck Traffic: 1%,  Features Intersected: QUARRY RD.,  Facility Carried by Structure: I-78 EB
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 2010161,  Location: 0.9 MI W OF 78-24 JCT (Lat: 40.708561,  Lng: -74.335950),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17 (year 2021),  Truck Traffic: 1%,  Features Intersected: QUARRY RD.,  Facility Carried by Structure: I-78 WB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.4m (34.1ft)

Find on map >>   Show street view

Structure Number: 2010162,  Location: 0.65 MI W OF 78-24 JCT (Lat: 40.709839,  Lng: -74.331050),  Route carried "under" structure: Interstate 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 88,500 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: CR 636
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 78.520,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>   Show street view

Structure Number: 2010163,  Location: 0.3 MI W. OF EXIT 48 (Lat: 40.711650,  Lng: -74.326981),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,840 (year 2021),  Truck Traffic: 1%,  Features Intersected: TROY RD,BALUSTROL & RVRR,  Facility Carried by Structure: I-78 RAMP SF
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 2010163,  Location: 0.3 MI W. OF EXIT 48 (Lat: 40.711650,  Lng: -74.326981),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,840 (year 2021),  Truck Traffic: 1%,  Features Intersected: TROY RD,BALUSTROL & RVRR,  Facility Carried by Structure: I-78 RAMP SF
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 2010165,  Location: 1 MI.W.OF I-78,EXIT-49 (Lat: 40.712339,  Lng: -74.315339),  Route carried "under" structure: State highway 124,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,200 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 124,  Facility Carried by Structure: I-78 EASTBOUND
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 17.477,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 2010166,  Location: 0.4 Mi. E. of Exit 48 (Lat: 40.712869,  Lng: -74.315661),  Route carried "under" structure: State highway 124,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,450 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 124 (MORRIS AVE.),  Facility Carried by Structure: I-78 WB EXPRESS
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 17.445,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 2010167,  Location: 0.2 MI E OF 78-24 JCT (Lat: 40.713039,  Lng: -74.315939),  Route carried "under" structure: State highway 124,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,200 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 124 (MORRIS AVE),  Facility Carried by Structure: I-78 WB OUTER
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 17.413,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 2010169,  Location: 0.74 MI E OF 78-24 JCT (Lat: 40.712811,  Lng: -74.308139),  Route carried "under" structure: Interstate 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 197,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: CR 577
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 80.499,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 2010178,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.711111,  Lng: -74.327261),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,928 (year 2021),  Truck Traffic: 1%,  Features Intersected: RVRR, TROY, BALTUSROL,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 11.66m (38.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 2010178,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.711111,  Lng: -74.327261),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,928 (year 2021),  Truck Traffic: 1%,  Features Intersected: RVRR, TROY, BALTUSROL,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 8.61m (28.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 2010179,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.710831,  Lng: -74.327131),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,979 (year 2021),  Truck Traffic: 1%,  Features Intersected: RVRR,TROY & BALTUSROL,  Facility Carried by Structure: I-78 EB LOCAL
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 2010179,  Location: 0.26 MILES W OF NJ 24 (Lat: 40.710831,  Lng: -74.327131),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,979 (year 2021),  Truck Traffic: 1%,  Features Intersected: RVRR,TROY & BALTUSROL,  Facility Carried by Structure: I-78 EB LOCAL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 201018,  Location: 0.38 MILES W OF NJ 124 (Lat: 40.711631,  Lng: -74.324169),  Route carried "under" structure: Ramp Interstate 78,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 30,249 (year 2019),  Truck Traffic: 9%,  Features Intersected: RAMPS EG & NJ 24 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 79.308,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

Find on map >>   Show street view

Structure Number: 201018,  Location: 0.38 MILES W OF NJ 124 (Lat: 40.711631,  Lng: -74.324169),  Route carried "under" structure: State highway 24,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 31,095 (year 2019),  Truck Traffic: 5%,  Features Intersected: RAMPS EG & NJ 24 EB,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 16.383,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

Find on map >>   Show street view

Structure Number: 2010181,  Location: AT 78-24 JCT (Lat: 40.711739,  Lng: -74.323911),  Route carried "under" structure: State highway 24,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 31,300 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 24 EB,  Facility Carried by Structure: I-78 RAMP EG
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 16.303,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 2018153,  Location: 0.2 MI W OF I-78&NJ24 JCT (Lat: 40.713861,  Lng: -74.325981),  Route carried "under" structure: State highway 24,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 121,074 (year 2019),  Truck Traffic: 5%,  Features Intersected: NJ 24,  Facility Carried by Structure: BALTUSROL ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)