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

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Structure Number: 2004151,  Location: .8 MI E OF GSP/RT 82 JCT (Lat: 40.697750,  Lng: -74.246589),  Route carried "on" structure: US 22,  Year Built: 1928,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 71,800 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 86,200 (year 2041),  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Total Project Cost: $652,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 2004152,  Location: 0.51 MI SOUTH OF CR 509 (Lat: 40.699011,  Lng: -74.239200),  Route carried "on" structure: County highway 631,  Year Built: 1940,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 13,205 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,113 (year 2041),  Features Intersected: US 22,  Facility Carried by Structure: BLOY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $2,644,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2004155,  Location: 1.42 MI WEST OF NJ27 JCT (Lat: 40.696361,  Lng: -74.216811),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 9,692 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,827 (year 2041),  Design Load: HL 93,  Features Intersected: US 22,  Facility Carried by Structure: HILLSIDE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2019),  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: 2004157,  Location: 0.53 Mi. W. of CR 601 (Lat: 40.697061,  Lng: -74.216481),  Route carried "on" structure: Business County highway 623,  Year Built: 1929,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $5,444,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $7,605,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2004163,  Location: 2.95 mi West of NJ 21 Jct (Lat: 40.699200,  Lng: -74.232789),  Route carried "on" structure: US 22,  Year Built: 2013,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 71,845 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 86,214 (year 2041),  Design Load: HL 93,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.167,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.0 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: 74.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2004164,  Location: 2 MI EAST OF PARKWAY (Lat: 40.699169,  Lng: -74.231669),  Route carried "on" structure: US 22,  Year Built: 2013,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 73,182 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,818 (year 2041),  Design Load: HL 93,  Features Intersected: LIBERTY AVE & CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.232,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.8 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: 67.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200702,  Location: NEAR CONANT STREET (Lat: 40.689739,  Lng: -74.237919),  Route carried "on" structure: County highway 509,  Year Built: 2005,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 8,082 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,862 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.965,  Lanes on structure: 4,  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: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $225,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Galvanized Reinforcing

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Structure Number: 2007032,  Location: AT CONRAIL OVERPASS (Lat: 40.689261,  Lng: -74.229000),  Route carried "on" structure: County highway 630,  Year Built: 1930,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,422 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,616 (year 2040),  Features Intersected: STREAM 8-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.194,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020

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Structure Number: 201116,  Location: 5.51 MI WEST OF I-95 (Lat: 40.705131,  Lng: -74.246361),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 236,890 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 284,265 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN STATE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.931,  Lanes on structure: 12,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.9m (203.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 61.8m (202.8ft),  Out-to-Out Width: 62.8m (206.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2011162,  Location: 0.10 MI EAST OF GSP JCT (Lat: 40.704931,  Lng: -74.244731),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 189,710 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 227,652 (year 2041),  Design Load: HS 20,  Features Intersected: GLENWOOD AVENUE&CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.928,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 59.8m (196.2ft),  Out-to-Out Width: 63.8m (209.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2011164,  Location: 0.3 MI EAST OF GSP (Lat: 40.705331,  Lng: -74.241400),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 184,314 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 221,177 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEHIGH VALLEY RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.293,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 60.2m (197.5ft),  Out-to-Out Width: 65.4m (214.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2011165,  Location: 0.25 MI EAST OF GSP JCT (Lat: 40.704911,  Lng: -74.239639),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 184,313 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 221,176 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.373,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 54.5m (178.8ft),  Out-to-Out Width: 59.0m (193.6ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 2011166,  Location: 0.41 MI EAST OF GSP (Lat: 40.705069,  Lng: -74.238511),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 75,796 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,955 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAMSEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.600,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.6m (179.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 54.5m (178.8ft),  Out-to-Out Width: 59.0m (193.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than 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: Bituminous

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Structure Number: 2011167,  Location: 0.7 MI E OF GSP&I78 JCT (Lat: 40.706911,  Lng: -74.233131),  Route carried "on" structure: County highway 509,  Year Built: 1975,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 8,080 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.363,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,305,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $1,890,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 201117,  Location: 0.9 MI EAST OF GSP JCT (Lat: 40.708431,  Lng: -74.229739),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 5,875 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,050 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-78,  Facility Carried by Structure: WINANS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.13m (36.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $598,000,  Total Project Cost: $772,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 201904,  Location: 0.05 MI SW OF GSP AT 142A (Lat: 40.707181,  Lng: -74.247169),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,724 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,765 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2053162,  Location: 2.0MI E OF US22&GSP JCT (Lat: 40.695969,  Lng: -74.220289),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 27.58m (90.49ft),  Average Daily Traffic: 3,174 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,873 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEHIGH VALLEY (CONRAIL),  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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 minimum 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: 2063163,  Location: 1 mi North of NJ 439 (Lat: 40.696631,  Lng: -74.216189),  Route carried "on" structure: County highway 623,  Year Built: 1929,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 15,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,280 (year 2040),  Features Intersected: LEHIGH VALLY ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.617,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361424S,  Location: 0.4 MI S OF I-78& GSP JCT (Lat: 40.701589,  Lng: -74.248969),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 111,191 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 158,625 (year 2041),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.332,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 56.1 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: 43.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361425N,  Location: 0.4 MI S OF I-78& GSP JCT (Lat: 40.701031,  Lng: -74.249131),  Route carried "on" structure: Other road GSP,  Year Built: 1952,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 120,168 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 172,047 (year 2041),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.332,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361428A,  Location: 0.1 MI E OF GSP &I78 JCT (Lat: 40.704828,  Lng: -74.244525),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1968,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,293 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,322 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GLENWOOD AVE&CECO SDG RR,  Facility Carried by Structure: RAMP GA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.814,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.9 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2011,  Status: Open,  Structure Length: 41.70m (136.81ft),  Average Daily Traffic: 21,226 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,900 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GSP,UNI AVE,RampC&F,ACCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.975,  Lanes on structure: 2,  Lanes under structure: 14,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.7 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: 32.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.61m (136.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  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: 361430T,  Location: 0.2 MI NE OF GSP&RT78 JCT (Lat: 40.707653,  Lng: -74.245272),  Route carried "on" structure: Other road GSP,  Year Built: 1952,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 189,499 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 231,225 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.088,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361431T,  Location: AT GSP & RT 78 JUNCTION (Lat: 40.709528,  Lng: -74.245089),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1975,  Status: Open,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 18,003 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,967 (year 2041),  Design Load: H 20,  Features Intersected: GSP & ELIZABETH RIVER,  Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 230.297,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.7 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: 34.3 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.23m (69.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $42,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2004152,  Location: 0.51 MI SOUTH OF CR 509 (Lat: 40.699011,  Lng: -74.239200),  Route carried "under" structure: US 22,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 74,566 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: BLOY STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 91.572,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 2004155,  Location: 1.42 MI WEST OF NJ27 JCT (Lat: 40.696361,  Lng: -74.216811),  Route carried "under" structure: US 22,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 67,893 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: HILLSIDE AVE.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 93.406,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 2004157,  Location: 0.53 Mi. W. of CR 601 (Lat: 40.697061,  Lng: -74.216481),  Route carried "under" structure: US 22,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 73,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 22,  Facility Carried by Structure: N.BROAD ST (C623)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 93.535,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 2004163,  Location: 2.95 mi West of NJ 21 Jct (Lat: 40.699200,  Lng: -74.232789),  Route carried "under" structure: ServiceOther road ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,561 (year 2021),  Truck Traffic: 2%,  Features Intersected: ACCESS ROAD,  Facility Carried by Structure: US 22
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 2004164,  Location: 2 MI EAST OF PARKWAY (Lat: 40.699169,  Lng: -74.231669),  Route carried "under" structure: County highway 509,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 7,312 (year 2021),  Truck Traffic: 4%,  Features Intersected: LIBERTY AVE & CONRAIL,  Facility Carried by Structure: US ROUTE 22
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 12.907,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 201116,  Location: 5.51 MI WEST OF I-95 (Lat: 40.705131,  Lng: -74.246361),  Route carried "under" structure: Other road GSP,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 234,350 (year 2021),  Truck Traffic: 5%,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 229.814,  Lanes on structure: 12,  Lanes under structure: 13,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 2011162,  Location: 0.10 MI EAST OF GSP JCT (Lat: 40.704931,  Lng: -74.244731),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,896 (year 2021),  Truck Traffic: 3%,  Features Intersected: GLENWOOD AVENUE&CONRAIL,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 0.772,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 2011166,  Location: 0.41 MI EAST OF GSP (Lat: 40.705069,  Lng: -74.238511),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,804 (year 2021),  Truck Traffic: 1%,  Features Intersected: RAMSEY AVENUE,  Facility Carried by Structure: I-78
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 2011167,  Location: 0.7 MI E OF GSP&I78 JCT (Lat: 40.706911,  Lng: -74.233131),  Route carried "under" structure: Interstate 78,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 182,600 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: CR 509
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 87.098,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 201117,  Location: 0.9 MI EAST OF GSP JCT (Lat: 40.708431,  Lng: -74.229739),  Route carried "under" structure: Interstate 78,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 245,198 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-78,  Facility Carried by Structure: WINANS AVENUE
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 87.420,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 361428A,  Location: 0.1 MI E OF GSP &I78 JCT (Lat: 40.704828,  Lng: -74.244525),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,968 (year 2021),  Truck Traffic: 1%,  Features Intersected: GLENWOOD AVE&CECO SDG RR,  Facility Carried by Structure: RAMP GA
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "under" structure: Other road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 13 (year 2021),  Features Intersected: GSP,UNI AVE,RampC&F,ACCE,  Facility Carried by Structure: GSP RAMP NW-D
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 15,949 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP,UNI AVE,RampC&F,ACCE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 229.975,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 4,039 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP,UNI AVE,RampC&F,ACCE,  Facility Carried by Structure: GSP RAMP NW-D
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "under" structure: Other road GSP,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 221,522 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP,UNI AVE,RampC&F,ACCE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 229.975,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 361429,  Location: 0.14 M N OF GSP/I-78 (Lat: 40.709028,  Lng: -74.244953),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 17,301 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP,UNI AVE,RampC&F,ACCE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 229.975,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 361430T,  Location: 0.2 MI NE OF GSP&RT78 JCT (Lat: 40.707653,  Lng: -74.245272),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 12,451 (year 2021),  Truck Traffic: 1%,  Features Intersected: NORTH UNION AVENUE,  Facility Carried by Structure: GSP NB & SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.287,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 361431T,  Location: AT GSP & RT 78 JUNCTION (Lat: 40.709528,  Lng: -74.245089),  Route carried "under" structure: Other road GSP,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 230,291 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP & ELIZABETH RIVER,  Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 230.297,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)