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

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Structure Number: 700025,  Location: 200 FT.EAST OF LINCOLN PL (Lat: 40.722219,  Lng: -74.235031),  Route carried "on" structure: County highway 602,  Year Built: 1940,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,095 (year 2040),  Design Load: HL 93,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.2 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $23,000,  Total Project Cost: $24,000 ( Estimate for 2016),  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: 70004,  Location: 200' WEST OF G.S. PKWY. (Lat: 40.719239,  Lng: -74.237431),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,919 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,561 (year 2040),  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: YALE AVENUE
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.9 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 desirable criteria,  Approach Roadway Alignment: Better than 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: Bituminous

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Structure Number: 700072,  Location: 0.3 MI W OF CLINTON AVE (Lat: 40.725639,  Lng: -74.233289),  Route carried "on" structure: County highway 603,  Year Built: 1900,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,259 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,710 (year 2041),  Design Load: H 20,  Features Intersected: Elizabeth River,  Facility Carried by Structure: Springfield Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $43,000,  Total Project Cost: $43,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700094,  Location: 0.1 MI E OF STUYVESANT (Lat: 40.733419,  Lng: -74.232639),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,392 (year 2040),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 701665,  Location: 0.16 MILE W.OF UNION AVE. (Lat: 40.725100,  Lng: -74.233081),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,920 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,883 (year 2040),  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: NYE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 90513,  Location: 1.47MI SW NJTPK Ex 14A (Lat: 40.667719,  Lng: -74.110789),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 10,730 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,092 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HBLRT-BAYONNE BR&CONRAIL,  Facility Carried by Structure: EAST 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $338,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361432A,  Location: 0.4 MI NE OF GSP&RT78 JCT (Lat: 40.711161,  Lng: -74.243944),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1974,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 18,343 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,383 (year 2041),  Design Load: H 20,  Features Intersected: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.458,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.5 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: 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,  Underclear: Equal to present minimum 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 361432B,  Location: 0.4 M N of GSP/I-78 (Lat: 40.711292,  Lng: -74.244956),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2011,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 18,336 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,373 (year 2041),  Design Load: HL 93,  Features Intersected: Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.458,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.4 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: 42.8 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: Equal 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: August 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: 361432T,  Location: 0.4 MI NE OF GSP&RT78 JCT (Lat: 40.711167,  Lng: -74.244069),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 205,797 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 251,112 (year 2041),  Design Load: H 20,  Features Intersected: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.490,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 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: 37.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $316,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 361433T,  Location: BETWEEN EXITS 142 & 143 (Lat: 40.712231,  Lng: -74.243631),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 235,180 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 286,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.619,  Lanes on structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  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

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Structure Number: 361436T,  Location: BETWEEN EXITS 142 & 143 (Lat: 40.716131,  Lng: -74.240800),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 235,266 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 287,069 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.102,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 81.3 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: 62.9 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,  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

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Structure Number: 361437T,  Location: 0.8 MILES NORTH OF I78 (Lat: 40.716953,  Lng: -74.240472),  Route carried "on" structure: County highway 601,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,816 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,977 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: CHANCELLOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.4 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: 52.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $636,000 ( Estimate for 2017),  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: 361439T,  Location: 1.1 MI N OF I-78 (Lat: 40.718761,  Lng: -74.236375),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 11,376 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,881 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: YALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.8 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: 33.0 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $60,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 361440T,  Location: 1.2 MI NE OF GSP&I-78 JCT (Lat: 40.719239,  Lng: -74.235178),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 8,161 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,958 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 36.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,785,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $6,311,000 ( 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: 361442T,  Location: 1.3 MILES NORTH OF I-78 (Lat: 40.721292,  Lng: -74.232275),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 248,208 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 302,861 (year 2041),  Design Load: H 20,  Features Intersected: LYONS AVENUE (CR 602),  Facility Carried by Structure: GARDEN STATE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.100,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 39.4m (129.3ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.7 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: 33.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to 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: 361445T,  Location: 1.6 MILES NORTH OF I78 (Lat: 40.724683,  Lng: -74.228717),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 9,009 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,993 (year 2041),  Design Load: H 20,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: NYE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.2 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: 40.2 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $105,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric

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Structure Number: 361447T,  Location: 1.8 MILES NORTH OF I78 (Lat: 40.725950,  Lng: -74.226878),  Route carried "on" structure: County highway 603,  Year Built: 1953,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 23,192 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 93,330 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: SPRGFLD & CLNT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 148.5m (487.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  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: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $36,000,000,  Roadway Improvement Cost: $3,600,000,  Total Project Cost: $44,000,000 ( Estimate for 2017),  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: 361450T,  Location: 0.1 MI NE OF GSP&RT124 JC (Lat: 40.729597,  Lng: -74.223453),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 9,752 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,899 (year 2041),  Design Load: H 20,  Features Intersected: GSP NB & SB,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: 42.1 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: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,895,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,159,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 361455T,  Location: 0.6 MI SOUTH OF CR 510 (Lat: 4.080475,  Lng: -7.693711),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,634 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,536 (year 2041),  Design Load: H 20,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: 18TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,844,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $3,069,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361432A,  Location: 0.4 MI NE OF GSP&RT78 JCT (Lat: 40.711161,  Lng: -74.243944),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,065 (year 2021),  Truck Traffic: 1%,  Features Intersected: MILL ROAD,  Facility Carried by Structure: NB ENT TO GSP
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 361432B,  Location: 0.4 M N of GSP/I-78 (Lat: 40.711292,  Lng: -74.244956),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,993 (year 2021),  Truck Traffic: 4%,  Features Intersected: Mill Road,  Facility Carried by Structure: GSP Ramp SW-C
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 361432T,  Location: 0.4 MI NE OF GSP&RT78 JCT (Lat: 40.711167,  Lng: -74.244069),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 7,065 (year 2021),  Truck Traffic: 1%,  Features Intersected: MILL ROAD,  Facility Carried by Structure: GSP NB & SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.644,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 361437T,  Location: 0.8 MILES NORTH OF I78 (Lat: 40.716953,  Lng: -74.240472),  Route carried "under" structure: Other road GSP,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 192,798 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: CHANCELLOR AVENUE
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 231.263,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 361439T,  Location: 1.1 MI N OF I-78 (Lat: 40.718761,  Lng: -74.236375),  Route carried "under" structure: Other road GSP,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 201,158 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: YALE AVENUE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 231.681,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 361440T,  Location: 1.2 MI NE OF GSP&I-78 JCT (Lat: 40.719239,  Lng: -74.235178),  Route carried "under" structure: Other road GSP,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 201,158 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 231.746,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 361442T,  Location: 1.3 MILES NORTH OF I-78 (Lat: 40.721292,  Lng: -74.232275),  Route carried "under" structure: County highway 602,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 19,951 (year 2021),  Truck Traffic: 4%,  Features Intersected: LYONS AVENUE (CR 602),  Facility Carried by Structure: GARDEN STATE PKWY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.789,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 361445T,  Location: 1.6 MILES NORTH OF I78 (Lat: 40.724683,  Lng: -74.228717),  Route carried "under" structure: Other road GSP,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 238,585 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: NYE AVENUE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 232.582,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 361447T,  Location: 1.8 MILES NORTH OF I78 (Lat: 40.725950,  Lng: -74.226878),  Route carried "under" structure: Other road GSP,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 230,349 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN STATE PARKWAY,  Facility Carried by Structure: SPRGFLD & CLNT AVE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 232.953,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 361450T,  Location: 0.1 MI NE OF GSP&RT124 JC (Lat: 40.729597,  Lng: -74.223453),  Route carried "under" structure: Other road GSP,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 232,450 (year 2021),  Truck Traffic: 1%,  Features Intersected: GSP NB & SB,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 233.291,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 361455T,  Location: 0.6 MI SOUTH OF CR 510 (Lat: 4.080475,  Lng: -7.693711),  Route carried "under" structure: Other road GSP,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 234,595 (year 2021),  Truck Traffic: 1%,  Features Intersected: GARDEN ST PKWY NB & SB,  Facility Carried by Structure: 18TH AVENUE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 234.111,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)