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

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Structure Number: 20020A,  Location: .10 MI.SOUTH OF RT.208 (Lat: 41.017550,  Lng: -74.220000),  Route carried "on" structure: County highway 117,  Year Built: 2001,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,962 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,936 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 20020B,  Location: .5 MI.WEST OF WYCKOFF AVE (Lat: 41.030619,  Lng: -74.176211),  Route carried "on" structure: City street S85,  Year Built: 1900,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,366 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,209 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HO-HO-KUS BROOK,  Facility Carried by Structure: PULIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,047,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20020D,  Location: 0.13 mi S. Pulis Avenue (Lat: 41.030419,  Lng: -74.180361),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,501 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,802 (year 2040),  Features Intersected: Ho-Ho-Kus Brook,  Facility Carried by Structure: Woodside Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20033E,  Location: 0.23 mi N of CR 101 (Lat: 41.023700,  Lng: -74.167500),  Route carried "on" structure: County highway 87,  Year Built: 1899,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,690 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,020 (year 2040),  Design Load: H 20,  Features Intersected: HO-HO-KUS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.049,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $84,000,  Total Project Cost: $212,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 233159,  Location: 2.2 MI SOUTH OF I-287 JCT (Lat: 41.007231,  Lng: -74.192319),  Route carried "on" structure: State highway 208,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 46,375 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,650 (year 2041),  Design Load: HS 20,  Features Intersected: EWING AVENUE(CO RT 502)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.666,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 54.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 23316,  Location: 5.6 MI N OF CO. 507 JCT (Lat: 41.011339,  Lng: -74.202539),  Route carried "on" structure: County highway S89,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 2,650 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,180 (year 2041),  Design Load: H 20,  Features Intersected: NJ 208,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 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: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.48m (100.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Roadway Improvement Cost: $360,000,  Total Project Cost: $476,000 ( 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: 233161,  Location: 1.3 MI SE OF 208-202 JCT (Lat: 41.018181,  Lng: -74.219131),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 46,375 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,650 (year 2041),  Design Load: H 20,  Features Intersected: COLONIAL ROAD (CR 117)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.208,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 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: 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: July 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: 233163,  Location: 0.25 MI S of 208-287 JCT (Lat: 41.018781,  Lng: -74.219700),  Route carried "on" structure: State highway 208,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 45,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,035 (year 2040),  Design Load: HS 20,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 15.305,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: March 2020

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Structure Number: 233164,  Location: 0.16 Mi. S of I-287 NB Ju (Lat: 41.019681,  Lng: -74.221369),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 46,375 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,650 (year 2041),  Design Load: HS 20,  Features Intersected: DELAWARE & OSTEGO RR
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.514,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 33.8m (110.9ft)

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

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Structure Number: 233165,  Location: .06 MI S OF 208 & 287 JCT (Lat: 41.020450,  Lng: -74.222181),  Route carried "on" structure: State highway 208,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 45,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,035 (year 2040),  Design Load: HS 20,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 15.562,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 233169,  Location: 0.31 MI. N. COLONIAL RD. (Lat: 41.021669,  Lng: -74.223331),  Route carried "on" structure: State highway 208,  Year Built: 1991,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 31,226 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,530 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.707,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 233411,  Location: 2.1 MI S OF ROUTE 202 JCT (Lat: 41.013869,  Lng: -74.208281),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 825 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,020 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP ENTRANCE BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 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: 233412,  Location: 1.7 MI S OF ROUTE 202 JCT (Lat: 41.016061,  Lng: -74.213589),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 825 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,007 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP. EXIT BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: May 2021,  Critical Feature Inspection Date: May 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: 235156,  Location: 1.9 M. N. OF RT 208 JCT (Lat: 41.034069,  Lng: -74.194300),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 31,066 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,280 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRIDLE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 235157,  Location: 1.9 MI N OF RT 208 JCT (Lat: 41.033669,  Lng: -74.194111),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 31,066 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,280 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRIDLE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 235158,  Location: 3.0 MILES NORTH OF NJ208 (Lat: 41.038350,  Lng: -74.192950),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 170 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 205 (year 2041),  Design Load: HS 20,  Features Intersected: I-287,  Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 80.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 235165,  Location: 1.MI.NO.OF RAMAPO VALY.RD (Lat: 41.019439,  Lng: -74.220450),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 15,783 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,939 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: NYSW RR & POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 2,871 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,445 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287,NJ 208,RR& POND BK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23517,  Location: 0.5 mile north of NJ 208 (Lat: 41.020911,  Lng: -74.214350),  Route carried "on" structure: Interstate 287,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 62,100 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 74,500 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.043,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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: March 2021

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Structure Number: 235176,  Location: 0.94 MI N OF RT 202 INT (Lat: 41.018269,  Lng: -74.220289),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 4,280 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,137 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COLNIAL RD & POND BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.043,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 235177,  Location: 0.81 MI N OF NJ 208 JCT (Lat: 41.023350,  Lng: -74.209231),  Route carried "on" structure: Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 62,133 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 74,560 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FRANKLIN AVENUE (CR 84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.558,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 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: 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: April 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: 2C2003,  Location: 0.14 Mi. W. of C.R. 89 (Lat: 40.992881,  Lng: -74.215689),  Route carried "on" structure: County highway 502,  Year Built: 1931,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 9,307 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,169 (year 2040),  Features Intersected: Pond Brook,  Facility Carried by Structure: Franklin Lakes Roa
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.111,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,220,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,920,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2C3312,  Location: 0.21 Mi west of Wyckoff A (Lat: 41.029531,  Lng: -74.172581),  Route carried "on" structure: County highway S85,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,366 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,040 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Ho-Ho-Kus Brook,  Facility Carried by Structure: Pulis Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2M3319,  Location: 50 ft E. of Babbit Br. Dr (Lat: 41.030989,  Lng: -74.171039),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 132 (year 2040),  Design Load: HS 20,  Features Intersected: Ho-Ho-Kus Brook Trib.,  Facility Carried by Structure: Hutton Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2M3323,  Location: 500 ft W. of Campgaw Rd. (Lat: 41.038569,  Lng: -74.187931),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 132 (year 2040),  Design Load: HS 20,  Features Intersected: Ho-Ho-Kus Brook,  Facility Carried by Structure: Victoria Lane
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 233159,  Location: 2.2 MI SOUTH OF I-287 JCT (Lat: 41.007231,  Lng: -74.192319),  Route carried "under" structure: County highway 502,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,855 (year 2021),  Truck Traffic: 4%,  Features Intersected: EWING AVENUE(CO RT 502),  Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 11.137,  Lanes on structure: 4,  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: 23316,  Location: 5.6 MI N OF CO. 507 JCT (Lat: 41.011339,  Lng: -74.202539),  Route carried "under" structure: State highway 208,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 46,375 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 208,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 13.647,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 233161,  Location: 1.3 MI SE OF 208-202 JCT (Lat: 41.018181,  Lng: -74.219131),  Route carried "under" structure: City street 117,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 8,990 (year 2021),  Truck Traffic: 4%,  Features Intersected: COLONIAL ROAD (CR 117),  Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.913,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 233169,  Location: 0.31 MI. N. COLONIAL RD. (Lat: 41.021669,  Lng: -74.223331),  Route carried "under" structure: Interstate 287,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 60,100 (year 2021),  Truck Traffic: 9%,  Features Intersected: I 287,  Facility Carried by Structure: NJ 208 NB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 96.239,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 233411,  Location: 2.1 MI S OF ROUTE 202 JCT (Lat: 41.013869,  Lng: -74.208281),  Route carried "under" structure: State highway 208,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 58,884 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP ENTRANCE BR.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 14.194,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 233412,  Location: 1.7 MI S OF ROUTE 202 JCT (Lat: 41.016061,  Lng: -74.213589),  Route carried "under" structure: State highway 208,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 55,472 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 208,  Facility Carried by Structure: CORP. EXIT BRIDGE
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 14.709,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 235156,  Location: 1.9 M. N. OF RT 208 JCT (Lat: 41.034069,  Lng: -74.194300),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 135 (year 2021),  Truck Traffic: 1%,  Features Intersected: BRIDLE WAY,  Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 235157,  Location: 1.9 MI N OF RT 208 JCT (Lat: 41.033669,  Lng: -74.194111),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 142 (year 2021),  Truck Traffic: 1%,  Features Intersected: BRIDLE WAY,  Facility Carried by Structure: I-287 NORTHBOUND
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 235158,  Location: 3.0 MILES NORTH OF NJ208 (Lat: 41.038350,  Lng: -74.192950),  Route carried "under" structure: Interstate 287,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 64,925 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 99.795,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "under" structure: State highway 208,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 46,376 (year 2021),  Truck Traffic: 5%,  Features Intersected: I-287,NJ 208,RR& POND BK,  Facility Carried by Structure: RAMP A (I-287)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.482,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 235166,  Location: AT I-287 & NJ 208 JCT (Lat: 41.019250,  Lng: -74.221450),  Route carried "under" structure: Interstate 287,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 101,219 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-287,NJ 208,RR& POND BK
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 96.464,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 235176,  Location: 0.94 MI N OF RT 202 INT (Lat: 41.018269,  Lng: -74.220289),  Route carried "under" structure: County highway 117,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 8,991 (year 2021),  Truck Traffic: 4%,  Features Intersected: COLNIAL RD & POND BR,  Facility Carried by Structure: I-287 RAMP A
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.865,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 235177,  Location: 0.81 MI N OF NJ 208 JCT (Lat: 41.023350,  Lng: -74.209231),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 4%,  Features Intersected: FRANKLIN AVENUE (CR 84),  Facility Carried by Structure: I-287
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)