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

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Structure Number: 1600003,  Location: 0.1 MI S OF PASSAIC AVE (Lat: 40.859569,  Lng: -74.116019),  Route carried "on" structure: County highway 619,  Year Built: 1930,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 15,994 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,516 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: June 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: 1600004,  Location: 0.5 MI S. OF PASSAIC ST. (Lat: 40.854931,  Lng: -74.109511),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 6,825 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,328 (year 2041),  Design Load: HL 93,  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: EIGHTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 57.3 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: 44.4 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.81m (32.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $4,391,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $7,435,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1600052,  Location: 0.25 MI NW OF JCT.RT.21 (Lat: 40.872600,  Lng: -74.122289),  Route carried "on" structure: County highway 629,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,070 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,180 (year 2041),  Features Intersected: WEASEL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1600053,  Location: 0.3 E OF LEXINGTON AV/625 (Lat: 40.872931,  Lng: -74.123581),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,460 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,320 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEASEL BROOK,  Facility Carried by Structure: PRESIDENT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 1600054,  Location: 200FT S OF HIGHLND AV/626 (Lat: 40.873131,  Lng: -74.124481),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,510 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,390 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEASEL BROOK,  Facility Carried by Structure: VAN WINKLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 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 or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1600055,  Location: 0.22 E OF LEXINGTON AV (Lat: 40.873519,  Lng: -74.125681),  Route carried "on" structure: County highway 626,  Year Built: 1952,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,815 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,490 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEASEL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 74.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1603163,  Location: 1.1 MI N OF 3-21 JCT (Lat: 40.838431,  Lng: -74.125150),  Route carried "on" structure: State highway 21,  Year Built: 1967,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 44,672 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,287 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BROOK AVE,RIVER DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.721,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $15,045,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $23,246,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603166,  Location: 1.6 MI N OF NJ 3 (Lat: 40.843681,  Lng: -74.122850),  Route carried "on" structure: County highway 624,  Year Built: 1967,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 8,344 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,013 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 21,  Facility Carried by Structure: VAN HOUTEN&RIV DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.91m (19.39ft),  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: $1,027,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,502,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603167,  Location: 2.0 MI N OF NJ 3 (Lat: 40.850969,  Lng: -74.121381),  Route carried "on" structure: State highway 21,  Year Built: 1967,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,639 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RIVER DRIVE (CR 624 II)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.137,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603168,  Location: 0.07 mi N of CR 624 II (Lat: 40.852569,  Lng: -74.121781),  Route carried "on" structure: County highway 618,  Year Built: 1972,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 9,720 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,664 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 21 & RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  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: $847,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $1,366,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603169,  Location: 2.3 MI N OF 3-21 JCT (Lat: 40.854750,  Lng: -74.122250),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 13,702 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,442 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 21 & RAMP K,  Facility Carried by Structure: GREGORY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,223,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 160317,  Location: 2.4 MI N OF 3-21 JCT (Lat: 40.856081,  Lng: -74.121800),  Route carried "on" structure: County highway 624,  Year Built: 1972,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 4,967 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: N.J ROUTE 21&RAMPS J&K,  Facility Carried by Structure: RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.812,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,318,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,008,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603171,  Location: 2.46 MI N OF NJ 3-21 JCT (Lat: 40.857139,  Lng: -74.121139),  Route carried "on" structure: Ramp City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 6,064 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 21,  Facility Carried by Structure: STATE STREET EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 66.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603172,  Location: 2.8 MI N OF 3-21 JCT (Lat: 40.859231,  Lng: -74.119769),  Route carried "on" structure: State highway 21,  Year Built: 1972,  Status: Open,  Structure Length: 30.24m (99.21ft),  Average Daily Traffic: 71,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 86,630 (year 2040),  Design Load: HS 20,  Features Intersected: PASSAIC ST.&WEASEL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.425,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1603173,  Location: 2.88 MI N OF NJ 3 (Lat: 40.862919,  Lng: -74.120950),  Route carried "on" structure: State highway 21,  Year Built: 1972,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,639 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WASHINGTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.570,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603174,  Location: 2.95 MI N OF NJ 3 (Lat: 40.863839,  Lng: -74.121361),  Route carried "on" structure: State highway 21,  Year Built: 1972,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,639 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.682,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603175,  Location: 3.04 MI N OF NJ 3 (Lat: 40.864900,  Lng: -74.121281),  Route carried "on" structure: State highway 21,  Year Built: 1972,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,639 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.827,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603177,  Location: 3.08 MI N OF NJ 3 (Lat: 40.865139,  Lng: -74.121181),  Route carried "on" structure: State highway 21,  Year Built: 1972,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,639 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HOPE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.875,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1603184,  Location: 1.6 MI S of US 46 JCT (Lat: 40.868731,  Lng: -74.118461),  Route carried "on" structure: State highway 21,  Year Built: 2000,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 74,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,640 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DAYTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.374,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1660163,  Location: 4.13MI SE I-80 & NJ19 JCT (Lat: 40.854539,  Lng: -74.137939),  Route carried "on" structure: County highway 622,  Year Built: 1992,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 14,428 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,605 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MAIN LINE M.P. 10.98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $334,000 ( Estimate for 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: 1603163,  Location: 1.1 MI N OF 3-21 JCT (Lat: 40.838431,  Lng: -74.125150),  Route carried "under" structure: County highway 608,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,858 (year 2021),  Truck Traffic: 3%,  Features Intersected: BROOK AVE,RIVER DR NB,  Facility Carried by Structure: NJ RT 21 & RAMP B
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 2.076,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1603163,  Location: 1.1 MI N OF 3-21 JCT (Lat: 40.838431,  Lng: -74.125150),  Route carried "under" structure: County highway 624,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,967 (year 2021),  Truck Traffic: 3%,  Features Intersected: BROOK AVE,RIVER DR NB,  Facility Carried by Structure: NJ RT 21 & RAMP B
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.736,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1603166,  Location: 1.6 MI N OF NJ 3 (Lat: 40.843681,  Lng: -74.122850),  Route carried "under" structure: State highway 21,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 46,906 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 21,  Facility Carried by Structure: VAN HOUTEN&RIV DR
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 17.349,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1603167,  Location: 2.0 MI N OF NJ 3 (Lat: 40.850969,  Lng: -74.121381),  Route carried "under" structure: County highway 624,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,967 (year 2021),  Truck Traffic: 3%,  Features Intersected: RIVER DRIVE (CR 624 II),  Facility Carried by Structure: NJ ROUTE 21&RAMP F
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 4.120,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 1603168,  Location: 0.07 mi N of CR 624 II (Lat: 40.852569,  Lng: -74.121781),  Route carried "under" structure: State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 66,837 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 21 & RAMP H,  Facility Carried by Structure: PAULISON AVE CR618
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 18.363,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1603168,  Location: 0.07 mi N of CR 624 II (Lat: 40.852569,  Lng: -74.121781),  Route carried "under" structure: Ramp State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,585 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 21 & RAMP H,  Facility Carried by Structure: PAULISON AVE CR618
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 18.363,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 1603169,  Location: 2.3 MI N OF 3-21 JCT (Lat: 40.854750,  Lng: -74.122250),  Route carried "under" structure: State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 21 & RAMP K,  Facility Carried by Structure: GREGORY AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.604,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 160317,  Location: 2.4 MI N OF 3-21 JCT (Lat: 40.856081,  Lng: -74.121800),  Route carried "under" structure: Ramp State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 23,945 (year 2021),  Truck Traffic: 5%,  Features Intersected: N.J ROUTE 21&RAMPS J&K,  Facility Carried by Structure: RIVER DRIVE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 18.765,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 160317,  Location: 2.4 MI N OF 3-21 JCT (Lat: 40.856081,  Lng: -74.121800),  Route carried "under" structure: State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 74,699 (year 2021),  Truck Traffic: 5%,  Features Intersected: N.J ROUTE 21&RAMPS J&K,  Facility Carried by Structure: RIVER DRIVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.765,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 160317,  Location: 2.4 MI N OF 3-21 JCT (Lat: 40.856081,  Lng: -74.121800),  Route carried "under" structure: Ramp State highway 21,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 23,945 (year 2021),  Truck Traffic: 5%,  Features Intersected: N.J ROUTE 21&RAMPS J&K,  Facility Carried by Structure: RIVER DRIVE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 18.765,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1603171,  Location: 2.46 MI N OF NJ 3-21 JCT (Lat: 40.857139,  Lng: -74.121139),  Route carried "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 75,786 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 21,  Facility Carried by Structure: STATE STREET EXT
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 18.894,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1603172,  Location: 2.8 MI N OF 3-21 JCT (Lat: 40.859231,  Lng: -74.119769),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,340 (year 2020),  Truck Traffic: 4%,  Features Intersected: PASSAIC ST.&WEASEL BROOK,  Facility Carried by Structure: ROUTE NJ 21
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 2.462,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1603173,  Location: 2.88 MI N OF NJ 3 (Lat: 40.862919,  Lng: -74.120950),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,363 (year 2021),  Truck Traffic: 3%,  Features Intersected: WASHINGTON PLACE,  Facility Carried by Structure: NJ ROUTE 21
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1603174,  Location: 2.95 MI N OF NJ 3 (Lat: 40.863839,  Lng: -74.121361),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,611 (year 2021),  Truck Traffic: 1%,  Features Intersected: JEFFERSON ST,  Facility Carried by Structure: NJ ROUTE 21
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1603175,  Location: 3.04 MI N OF NJ 3 (Lat: 40.864900,  Lng: -74.121281),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 926 (year 2021),  Truck Traffic: 3%,  Features Intersected: MADISON ST,  Facility Carried by Structure: NJ ROUTE 21
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  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: 1603177,  Location: 3.08 MI N OF NJ 3 (Lat: 40.865139,  Lng: -74.121181),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,212 (year 2021),  Truck Traffic: 1%,  Features Intersected: HOPE AVENUE,  Facility Carried by Structure: ROUTE NJ21 &RAMP N
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1603182,  Location: 0.12 MI. N. OF MADISON ST (Lat: 40.867619,  Lng: -74.119631),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 2,162 (year 2021),  Truck Traffic: 4%,  Features Intersected: MONROE ST & WEASEL BROOK,  Facility Carried by Structure: ROUTE NJ 21
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.933,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1603184,  Location: 1.6 MI S of US 46 JCT (Lat: 40.868731,  Lng: -74.118461),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 530 (year 2021),  Truck Traffic: 4%,  Features Intersected: DAYTON AVENUE,  Facility Carried by Structure: NJ 21
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)