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

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Structure Number: 20011A,  Location: .45 MI E. of River Rd. (Lat: 40.889850,  Lng: -74.120569),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,442 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,731 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLEISCHER BROOK,  Facility Carried by Structure: KIPP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  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: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 20011B,  Location: 0.45 MI E. of River Rd. (Lat: 40.890619,  Lng: -74.120631),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,823 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,188 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLEISCHER BROOK,  Facility Carried by Structure: MARTHA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 20011C,  Location: 0.1MI N. of Rt. 80 (Lat: 40.902461,  Lng: -74.134081),  Route carried "on" structure: County highway 56I,  Year Built: 1923,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 4,520 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,424 (year 2040),  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: MARKET ST. CR56 I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22015,  Location: JCT of RT 46 & CR 507 (Lat: 40.893450,  Lng: -74.126900),  Route carried "on" structure: US 46,  Year Built: 1939,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 73,021 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,099 (year 2040),  Design Load: HS 20,  Features Intersected: RIVER DRIVE (CR 507)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.111,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 220152,  Location: 0.43 MILE EAST OF 507 JCT (Lat: 40.893050,  Lng: -74.118550),  Route carried "on" structure: US 46,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 69,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,400 (year 2041),  Features Intersected: BRANCH OF PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.803,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 6.3m (20.7ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior 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

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Structure Number: 22515,  Location: 0.23 Mi. East of Exit 60 (Lat: 40.901389,  Lng: -74.130381),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 125,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 150,000 (year 2041),  Design Load: HS 20,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.591,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 48.1m (157.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,887,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $5,939,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 225151,  Location: 0.37 MI EAST OF PASSAIC R (Lat: 40.900961,  Lng: -74.127311),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 155,658 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,790 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP A & RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.864,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $896,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 225152,  Location: 0.47 MI EAST OF PASSAIC R (Lat: 40.901100,  Lng: -74.125511),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 155,658 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,790 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MARKET STREET (CR 56 I)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.025,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 225153,  Location: 0.4 MI EAST OF PASC RIV (Lat: 40.901069,  Lng: -74.125131),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 4,987 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,430 (year 2040),  Design Load: HS 20,  Features Intersected: MARKET STREET,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.025,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225154,  Location: 0.6 MI EAST OF PASSAIC R (Lat: 40.902169,  Lng: -74.122289),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 138,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 165,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.267,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 50.2m (164.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 225155,  Location: 0.7 MI EAST OF PASSAIC R (Lat: 40.902900,  Lng: -74.120331),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 138,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 165,600 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NYS&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.476,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225156,  Location: 0.5 MI WEST OF GS PARKWY (Lat: 40.903819,  Lng: -74.118069),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 132,720 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 161,918 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.669,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 47.0m (154.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 225158,  Location: 0.20 MI WEST OF GSP (Lat: 40.904031,  Lng: -74.112300),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 139,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 167,200 (year 2041),  Features Intersected: FLEISCHER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.152,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 89.3m (293.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 225159,  Location: 1.41 MI E OF NJ 20 (Lat: 40.903839,  Lng: -74.108919),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 31.58m (103.61ft),  Average Daily Traffic: 139,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 167,400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GSP,MIDLAND & NJ TRANSIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.441,  Lanes on structure: 9,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 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: 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: 30.48m (100.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $30,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2C1111,  Location: 250 ft east of Boulevard (Lat: 40.899339,  Lng: -74.114819),  Route carried "on" structure: County highway 56I,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,520 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,424 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Trib. of Fleischer Brook,  Facility Carried by Structure: Martket Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 2M111,  Location: 0.06 Mi. S. of Market (Lat: 40.898639,  Lng: -74.115261),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,347 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,506 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLEISCHER BROOK,  Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 361586T,  Location: 0.5 MI SW OF GSP&RT46 JCT (Lat: 40.890564,  Lng: -74.124089),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 7,128 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,698 (year 2040),  Design Load: H 20,  Features Intersected: GARDEN ST PARKWAY,  Facility Carried by Structure: MILES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  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: Satisfactory,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 361588S,  Location: AT GSP & RT 46 JUNCTION (Lat: 40.893231,  Lng: -74.120289),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 67,700 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,250 (year 2040),  Design Load: H 20,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: PARKWAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.564,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.8 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: 23.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361589N,  Location: AT GSP & US46 JUNCTION (Lat: 40.893231,  Lng: -74.119989),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 65,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 80,276 (year 2040),  Design Load: H 20,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: GARDEN ST PRKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.676,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361590T,  Location: AT GSP & RT46 JUNCTION (Lat: 40.895439,  Lng: -74.117972),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 74,307 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 90,668 (year 2040),  Design Load: H 20,  Features Intersected: FLEISHER BROOK,  Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.725,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: Febuary 2020

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Structure Number: 361592S,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.898056,  Lng: -74.115194),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 60,770 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,155 (year 2040),  Design Load: H 20,  Features Intersected: MOLA BOULEVARD,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.208,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 28.2 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: 21.7 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361593N,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.897994,  Lng: -74.115453),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 59,870 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,050 (year 2040),  Design Load: H 20,  Features Intersected: MOLA BOULEVARD,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.369,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.1 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: 24.0 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361593S,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.899572,  Lng: -74.114164),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 61,710 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 75,300 (year 2040),  Design Load: HS 20,  Features Intersected: MARKET STREET (CR 56 I),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.369,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361594N,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.899128,  Lng: -74.114161),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 63,260 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,190 (year 2040),  Design Load: H 20,  Features Intersected: MARKET ST (CR 56 I),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.529,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.0 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: 27.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361595S,  Location: .75 MI NE OF GSP&RT46 JCT (Lat: 40.902164,  Lng: -74.110906),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 59,829 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,003 (year 2040),  Design Load: H 20,  Features Intersected: NYS&W RR & WALLACE ST.,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.690,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361596N,  Location: .75 MI NE OF GSP&RT46 JCT (Lat: 40.902350,  Lng: -74.110464),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 61,308 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,807 (year 2040),  Design Load: H 20,  Features Intersected: NYS&W RR & WALLACE ST.,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.851,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 361597A,  Location: 0.13 MILES SOUTH of I 80 (Lat: 40.902678,  Lng: -74.110719),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1998,  Status: Open,  Structure Length: 25.42m (83.40ft),  Average Daily Traffic: 11,731 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,314 (year 2040),  Design Load: H 20,  Features Intersected: Wallace St&S Van Riper A,  Facility Carried by Structure: INT 159 SB RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.012,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 361600T,  Location: .25 MI NE OF GSP&RT80 JCT (Lat: 40.905556,  Lng: -74.105564),  Route carried "on" structure: County highway 67,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 21,124 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,776 (year 2040),  Design Load: H 20,  Features Intersected: GSP & INT 159 RAMP J,  Facility Carried by Structure: MIDLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 31.1 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 corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20515,  Location: 2.0 MI SW NJ4&NJ208 JCT (Lat: 40.918089,  Lng: -74.129600),  Route carried "under" structure: State highway 20,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 78,528 (year 2021),  Truck Traffic: 4%,  Features Intersected: PASSAIC RVR, NJ20, CR507,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.993,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 20515,  Location: 2.0 MI SW NJ4&NJ208 JCT (Lat: 40.918089,  Lng: -74.129600),  Route carried "under" structure: County highway 507,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 14,089 (year 2021),  Truck Traffic: 4%,  Features Intersected: PASSAIC RVR, NJ20, CR507,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 22.579,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 22015,  Location: JCT of RT 46 & CR 507 (Lat: 40.893450,  Lng: -74.126900),  Route carried "under" structure: County highway 507,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 21,313 (year 2020),  Truck Traffic: 4%,  Features Intersected: RIVER DRIVE (CR 507),  Facility Carried by Structure: US 46
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 19.618,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 22515,  Location: 0.23 Mi. East of Exit 60 (Lat: 40.901389,  Lng: -74.130381),  Route carried "under" structure: ServiceOther road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2021),  Features Intersected: ACCESS ROAD,  Facility Carried by Structure: I-80 & RAMP A
Minimum Vertical Clearance: 3.33m (10.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 225151,  Location: 0.37 MI EAST OF PASSAIC R (Lat: 40.900961,  Lng: -74.127311),  Route carried "under" structure: County highway 507,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,480 (year 2021),  Truck Traffic: 4%,  Features Intersected: RAMP A & RIVER DRIVE,  Facility Carried by Structure: ROUTE I-80
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 20.471,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 225151,  Location: 0.37 MI EAST OF PASSAIC R (Lat: 40.900961,  Lng: -74.127311),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,504 (year 2021),  Truck Traffic: 9%,  Features Intersected: RAMP A & RIVER DRIVE
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 97.864,  Lanes on structure: 9,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 225152,  Location: 0.47 MI EAST OF PASSAIC R (Lat: 40.901100,  Lng: -74.125511),  Route carried "under" structure: County highway 561,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,721 (year 2021),  Truck Traffic: 4%,  Features Intersected: MARKET STREET (CR 56 I),  Facility Carried by Structure: ROUTE I-80
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.692,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 225153,  Location: 0.4 MI EAST OF PASC RIV (Lat: 40.901069,  Lng: -74.125131),  Route carried "under" structure: County highway 56,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,526 (year 2020),  Truck Traffic: 4%,  Features Intersected: MARKET STREET,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.740,  Lanes on structure: 1,  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: 225154,  Location: 0.6 MI EAST OF PASSAIC R (Lat: 40.902169,  Lng: -74.122289),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,420 (year 2020),  Truck Traffic: 1%,  Features Intersected: SOUTH CENTER ST.,  Facility Carried by Structure: RTE I-80
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 225156,  Location: 0.5 MI WEST OF GS PARKWY (Lat: 40.903819,  Lng: -74.118069),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,655 (year 2020),  Truck Traffic: 3%,  Features Intersected: BOULEVARD,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.511,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 225159,  Location: 1.41 MI E OF NJ 20 (Lat: 40.903839,  Lng: -74.108919),  Route carried "under" structure: Spur County highway 67,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 4%,  Features Intersected: GSP,MIDLAND & NJ TRANSIT,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 4.619,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 225159,  Location: 1.41 MI E OF NJ 20 (Lat: 40.903839,  Lng: -74.108919),  Route carried "under" structure: Other road GSP,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 150,500 (year 2021),  Truck Traffic: 5%,  Features Intersected: GSP,MIDLAND & NJ TRANSIT,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 9.11m (29.89ft),  Kilometerpoint: 257.221,  Lanes on structure: 9,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 361586T,  Location: 0.5 MI SW OF GSP&RT46 JCT (Lat: 40.890564,  Lng: -74.124089),  Route carried "under" structure: Other road GSP,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2020),  Features Intersected: GARDEN ST PARKWAY,  Facility Carried by Structure: MILES STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 255.242,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 361588S,  Location: AT GSP & RT 46 JUNCTION (Lat: 40.893231,  Lng: -74.120289),  Route carried "under" structure: US 46,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 66,286 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: PARKWAY S
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 103.658,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 361589N,  Location: AT GSP & US46 JUNCTION (Lat: 40.893231,  Lng: -74.119989),  Route carried "under" structure: US 46,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 66,425 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE US 46,  Facility Carried by Structure: GARDEN ST PRKWY NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 103.658,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 361592S,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.898056,  Lng: -74.115194),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 13,950 (year 2020),  Truck Traffic: 4%,  Features Intersected: MOLA BOULEVARD,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.835,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 361593N,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.897994,  Lng: -74.115453),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 13,905 (year 2020),  Truck Traffic: 4%,  Features Intersected: MOLA BOULEVARD,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.835,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 361593S,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.899572,  Lng: -74.114164),  Route carried "under" structure: County highway 56,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 13,945 (year 2020),  Truck Traffic: 4%,  Features Intersected: MARKET STREET (CR 56 I),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.642,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 361594N,  Location: 0.5 MI NE OF GSP&RT46 JCT (Lat: 40.899128,  Lng: -74.114161),  Route carried "under" structure: County highway 56I,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 13,905 (year 2020),  Truck Traffic: 4%,  Features Intersected: MARKET ST (CR 56 I),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.642,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 361595S,  Location: .75 MI NE OF GSP&RT46 JCT (Lat: 40.902164,  Lng: -74.110906),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 1%,  Features Intersected: NYS&W RR & WALLACE ST.,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 361596N,  Location: .75 MI NE OF GSP&RT46 JCT (Lat: 40.902350,  Lng: -74.110464),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 1%,  Features Intersected: NYS&W RR & WALLACE ST.,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 361597A,  Location: 0.13 MILES SOUTH of I 80 (Lat: 40.902678,  Lng: -74.110719),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 104 (year 2020),  Truck Traffic: 1%,  Features Intersected: Wallace St&S Van Riper A,  Facility Carried by Structure: INT 159 SB RAMP J
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 361597A,  Location: 0.13 MILES SOUTH of I 80 (Lat: 40.902678,  Lng: -74.110719),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 104 (year 2020),  Truck Traffic: 1%,  Features Intersected: Wallace St&S Van Riper A,  Facility Carried by Structure: INT 159 SB RAMP J
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 361600T,  Location: .25 MI NE OF GSP&RT80 JCT (Lat: 40.905556,  Lng: -74.105564),  Route carried "under" structure: Other road GSP,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 147,506 (year 2020),  Truck Traffic: 1%,  Features Intersected: GSP & INT 159 RAMP J,  Facility Carried by Structure: MIDLAND AVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 257.495,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 361600T,  Location: .25 MI NE OF GSP&RT80 JCT (Lat: 40.905556,  Lng: -74.105564),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 10,404 (year 2020),  Truck Traffic: 1%,  Features Intersected: GSP & INT 159 RAMP J,  Facility Carried by Structure: MIDLAND AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 257.495,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)