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

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Structure Number: 1801161,  Location: .2 MI WEST OF 202&206 JCT (Lat: 40.582681,  Lng: -74.625239),  Route carried "on" structure: US 22,  Year Built: 1949,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 35,850 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,750 (year 2038),  Design Load: HS 20,  Features Intersected: PETERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.267,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  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: 42.0m (137.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2021

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Structure Number: 1801162,  Location: 3 MI WEST OF I-287 JCT (Lat: 40.581669,  Lng: -74.618331),  Route carried "on" structure: US 22,  Year Built: 1949,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 46,767 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,120 (year 2040),  Features Intersected: US 202/206 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.830,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 180215,  Location: .86 MI EAST OF US 202&206 (Lat: 40.580269,  Lng: -74.606300),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 5,130 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,160 (year 2041),  Design Load: HS 20,  Features Intersected: US 22 EB,  Facility Carried by Structure: GROVE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1802153,  Location: 1.1 MI E. OF US 202/206 (Lat: 40.580919,  Lng: -74.602739),  Route carried "on" structure: US 22,  Year Built: 1951,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,100 (year 2041),  Features Intersected: ROSS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.134,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2021

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Structure Number: 180216,  Location: .49 MI E.OF 202/206/22INT (Lat: 40.581500,  Lng: -74.613089),  Route carried "on" structure: Ramp US 22,  Year Built: 1988,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,503 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,205 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 22 WESTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.313,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Better than 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: 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: 180515,  Location: 1.50 MILES EAST OF RT.202 (Lat: 40.566419,  Lng: -74.605419),  Route carried "on" structure: State highway 28,  Year Built: 1958,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 12,470 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,900 (year 2041),  Design Load: H 20,  Features Intersected: PETERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete

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Structure Number: 180815,  Location: 0.17 MI SOUTH OF US22 (Lat: 40.580031,  Lng: -74.623589),  Route carried "on" structure: US 202,  Year Built: 1929,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 96,337 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,604 (year 2041),  Design Load: HS 20,  Features Intersected: PETERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.008,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1808151,  Location: 0.6 MI N OF NJ 28 JCT (Lat: 40.582500,  Lng: -74.622219),  Route carried "on" structure: US 202,  Year Built: 1948,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 40,326 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,391 (year 2040),  Design Load: H 20,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.282,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1808171,  Location: 0.6 MI N.OF 202/206 JCT. (Lat: 40.582031,  Lng: -74.621881),  Route carried "on" structure: US 202,  Year Built: 1987,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 43,810 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.282,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1808172,  Location: 633' E of ST.Police Stati (Lat: 40.581650,  Lng: -74.620919),  Route carried "on" structure: Ramp US 202,  Year Built: 1987,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 38,580 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,280 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 22 RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.250,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1808173,  Location: JCT OF US 202-206 & US 22 (Lat: 40.581311,  Lng: -74.624039),  Route carried "on" structure: ServiceOther road 22,  Year Built: 1987,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 552 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 674 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAMP I,  Facility Carried by Structure: NJSP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.331,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1810169,  Location: .16 Mile South of 608 JCT (Lat: 40.552581,  Lng: -74.614961),  Route carried "on" structure: US 206,  Year Built: 2002,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 40,839 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,831 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DUKES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.817,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021

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Structure Number: 181017,  Location: 1.5 MI S OF RT 202 JCT (Lat: 40.555639,  Lng: -74.615431),  Route carried "on" structure: US 206,  Year Built: 2003,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 34,495 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,090 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RARITAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.284,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 181018,  Location: .16M south of Dukes Park (Lat: 40.551381,  Lng: -74.615119),  Route carried "on" structure: US 206,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 35,102 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,122 (year 2040),  Features Intersected: BRANCH OF DUKES BROOK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 111.817,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 18F0703,  Location: 0.12 MILE EAST OF US 206 (Lat: 40.553919,  Lng: -74.613331),  Route carried "on" structure: County highway 608,  Year Built: 1995,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 9,340 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DUKES BROOK,  Facility Carried by Structure: EAST DUKES PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 70.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18F0707,  Location: .04 MI E OF HAMILTON ST (Lat: 40.561450,  Lng: -74.608000),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 4,495 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,394 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: PETERS BROOK,  Facility Carried by Structure: SOUTHSIDE AVENUE
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),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18F0803,  Location: 0.19 MI WEST OF NJ RT 28 (Lat: 40.568631,  Lng: -74.606431),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,121 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,945 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: PETERS BROOK,  Facility Carried by Structure: EAST HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 18F0804,  Location: 0.17 MI E. of Grove Str. (Lat: 40.570239,  Lng: -74.605939),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,290 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,948 (year 2041),  Features Intersected: PETERS BROOK,  Facility Carried by Structure: EAST CLIFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 18F0805,  Location: 0.37 mi N of NJ 28 (Lat: 40.572850,  Lng: -74.608119),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10,923 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,108 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: PETERS BROOK,  Facility Carried by Structure: GROVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $67,000 ( Estimate for 2019)

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Structure Number: 18F0806,  Location: 1.17 MI. N. OF US. 206 (Lat: 40.573150,  Lng: -74.610319),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 9,529 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,435 (year 2041),  Features Intersected: PETERS BROOK,  Facility Carried by Structure: NORTH BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $65,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18F0807,  Location: 0.3 MI N. OF MAIN STREET (Lat: 40.573550,  Lng: -74.614569),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,944 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,332 (year 2041),  Features Intersected: PETERS BROOK,  Facility Carried by Structure: DAVENPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $322,000 ( Estimate for 2017)

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Structure Number: 18F0808,  Location: AT GREEN ST INTERSECTION (Lat: 40.574711,  Lng: -74.615981),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,535 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,042 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PETERS BROOK,  Facility Carried by Structure: MERCER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 18F0809,  Location: .23 MI SO. OF US 22 (Lat: 40.578169,  Lng: -74.619050),  Route carried "on" structure: County highway 643,  Year Built: 1901,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,352 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,422 (year 2041),  Design Load: HS 20,  Features Intersected: PETERS BROOK,  Facility Carried by Structure: MOUNTAIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 71.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $402,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18F081,  Location: 0.1 MI EAST OF GROVE ST. (Lat: 40.572811,  Lng: -74.606800),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,831 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,597 (year 2041),  Features Intersected: ROSS BROOK,  Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 18F0811,  Location: 0.06 MI EAST OF GROVE ST (Lat: 40.574700,  Lng: -74.606481),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,224 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,869 (year 2041),  Features Intersected: ROSS BROOK,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1801162,  Location: 3 MI WEST OF I-287 JCT (Lat: 40.581669,  Lng: -74.618331),  Route carried "under" structure: Ramp US 202,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 5,730 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 202/206 NB RAMP,  Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 40.282,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 180215,  Location: .86 MI EAST OF US 202&206 (Lat: 40.580269,  Lng: -74.606300),  Route carried "under" structure: US 22,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 52,100 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22 EB,  Facility Carried by Structure: GROVE ST.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 55.876,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 180216,  Location: .49 MI E.OF 202/206/22INT (Lat: 40.581500,  Lng: -74.613089),  Route carried "under" structure: US 22,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 16,280 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 22 WESTBOUND
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 55.313,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1808151,  Location: 0.6 MI N OF NJ 28 JCT (Lat: 40.582500,  Lng: -74.622219),  Route carried "under" structure: US 22,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 45,445 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: US 202 & 206 S.B.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 54.525,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1808171,  Location: 0.6 MI N.OF 202/206 JCT. (Lat: 40.582031,  Lng: -74.621881),  Route carried "under" structure: US 22,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 43,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: US 202/206 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 54.525,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1808172,  Location: 633' E of ST.Police Stati (Lat: 40.581650,  Lng: -74.620919),  Route carried "under" structure: Ramp US 22,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22 RAMP M,  Facility Carried by Structure: US202 RAMP L
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 54.734,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1808173,  Location: JCT OF US 202-206 & US 22 (Lat: 40.581311,  Lng: -74.624039),  Route carried "under" structure: Ramp US 22,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 7,954 (year 2021),  Truck Traffic: 4%,  Features Intersected: RAMP I,  Facility Carried by Structure: NJSP ACCESS ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 54.331,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)