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

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Structure Number: 20017A,  Location: 500 FEET SOUTH OF ROUTE 4 (Lat: 40.924689,  Lng: -74.090339),  Route carried "on" structure: City street ,  Year Built: 1922,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 18,111 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,099 (year 2040),  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: RED MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $531,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20017B,  Location: .26 MI E OF CR 69 (Lat: 40.949311,  Lng: -74.141619),  Route carried "on" structure: County highway 127II,  Year Built: 1976,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,405 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,136 (year 2040),  Design Load: H 20,  Features Intersected: DIAMOND BROOK,  Facility Carried by Structure: HARRISON RD CR127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20017D,  Location: .08 MI W OF PARAMUS RD (Lat: 40.941500,  Lng: -74.094369),  Route carried "on" structure: County highway 76,  Year Built: 1970,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 12,512 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,267 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $119,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20017E,  Location: 0.57 MI W. OF CR 507 (Lat: 40.923800,  Lng: -74.140581),  Route carried "on" structure: County highway 78,  Year Built: 1904,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 5,853 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,142 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PASSAIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20017I,  Location: 363 FT S OF MAPLE AVE (Lat: 40.940100,  Lng: -74.142239),  Route carried "on" structure: County highway 507,  Year Built: 1984,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 18,660 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,400 (year 2040),  Design Load: HS 20,  Features Intersected: Henderson Brook,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.540,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 20017J,  Location: 70 FT W OF PARKVIEW PL (Lat: 40.941569,  Lng: -74.111689),  Route carried "on" structure: County highway 76,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,260 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,110 (year 2040),  Design Load: HS 20,  Features Intersected: Jordan Brook,  Facility Carried by Structure: Fair Lawn Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.8m (9.2ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 205152,  Location: 1.3 MI WEST OF NJ 17 (Lat: 40.926661,  Lng: -74.095611),  Route carried "on" structure: State highway 4,  Year Built: 2002,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 117,756 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 143,662 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ 208 SB & RAMPS
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.331,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 73.5 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 206151,  Location: 0.62 MI WEST OF GSP (Lat: 40.925950,  Lng: -74.091400),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 117,756 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 143,662 (year 2040),  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.685,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 23215,  Location: 0.1 MI NW OF 208-4 JCT (Lat: 40.927439,  Lng: -74.094669),  Route carried "on" structure: State highway 208,  Year Built: 1952,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 70,090 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,790 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SADDLE RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 232152,  Location: .9MI W OF 208-4 JCT (Lat: 40.931631,  Lng: -74.111650),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 7,916 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,659 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: MORLOT AVE (CR 78)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  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: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $717,000,  Total Project Cost: $825,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 232153,  Location: 1.2 Mi. N of NJ 4 Junc. (Lat: 40.933181,  Lng: -74.115969),  Route carried "on" structure: State highway 208,  Year Built: 1949,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 65,620 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,070 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Plaza Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Roadway Improvement Cost: $230,000,  Total Project Cost: $276,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 232154,  Location: 1.4 Mi. N. OF NJ 4 Junc. (Lat: 40.934050,  Lng: -74.119400),  Route carried "on" structure: State highway 208,  Year Built: 1948,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 65,620 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,056 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT,20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Steel,  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: 1.8m (5.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 232155,  Location: 1.8 Mi N. of NJ 4 Junc. (Lat: 40.937731,  Lng: -74.125750),  Route carried "on" structure: County highway 76,  Year Built: 1949,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 18,950 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,130 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 208
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,316,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $5,506,000 ( Estimate for 2020)

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Structure Number: 232157,  Location: 2.9MI W OF 208-4 JCT (Lat: 40.950181,  Lng: -74.137361),  Route carried "on" structure: County highway 507,  Year Built: 1955,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 16,187 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,751 (year 2040),  Design Load: HS 20,  Features Intersected: NJ ROUTE 208
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.860,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  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: 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,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,496,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $3,485,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 205152,  Location: 1.3 MI WEST OF NJ 17 (Lat: 40.926661,  Lng: -74.095611),  Route carried "under" structure: Ramp State highway 208,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,192 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 208 SB & RAMPS,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 205152,  Location: 1.3 MI WEST OF NJ 17 (Lat: 40.926661,  Lng: -74.095611),  Route carried "under" structure: Ramp State highway 208,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,856 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 208 SB & RAMPS,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 205152,  Location: 1.3 MI WEST OF NJ 17 (Lat: 40.926661,  Lng: -74.095611),  Route carried "under" structure: State highway 208,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 66,699 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 208 SB & RAMPS,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 23215,  Location: 0.1 MI NW OF 208-4 JCT (Lat: 40.927439,  Lng: -74.094669),  Route carried "under" structure: County highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,540 (year 2021),  Truck Traffic: 3%,  Features Intersected: SADDLE RIVER ROAD,  Facility Carried by Structure: NJ 208 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 232152,  Location: .9MI W OF 208-4 JCT (Lat: 40.931631,  Lng: -74.111650),  Route carried "under" structure: State highway 208,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 66,306 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: MORLOT AVE (CR 78)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 232153,  Location: 1.2 Mi. N of NJ 4 Junc. (Lat: 40.933181,  Lng: -74.115969),  Route carried "under" structure: City street ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 17,795 (year 2020),  Truck Traffic: 3%,  Features Intersected: Plaza Road,  Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.207,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 232154,  Location: 1.4 Mi. N. OF NJ 4 Junc. (Lat: 40.934050,  Lng: -74.119400),  Route carried "under" structure: City street ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 1,335 (year 2020),  Truck Traffic: 3%,  Features Intersected: NJ TRANSIT,20TH STREET,  Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 232155,  Location: 1.8 Mi N. of NJ 4 Junc. (Lat: 40.937731,  Lng: -74.125750),  Route carried "under" structure: State highway 208,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 68,850 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 208,  Facility Carried by Structure: FAIR LAWN AV(CR76)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.945,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 232157,  Location: 2.9MI W OF 208-4 JCT (Lat: 40.950181,  Lng: -74.137361),  Route carried "under" structure: State highway 208,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 80,375 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: MAPLE AVE (CR 507)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 4.635,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)