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

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Structure Number: 20060A,  Location: 1.79 mi West of US 1 (Lat: 40.871969,  Lng: -74.007919),  Route carried "on" structure: County highway 56III,  Year Built: 1963,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,825 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,390 (year 2040),  Design Load: HS 20,  Features Intersected: TEANECK CREEK,  Facility Carried by Structure: Degraw Ave WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  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: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20060B,  Location: 1.79 mi West of US 1 (Lat: 40.871800,  Lng: -74.008319),  Route carried "on" structure: County highway 56III,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,825 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,390 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TEANECK CREEK,  Facility Carried by Structure: Degraw Ave EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206167,  Location: 0.25 MI EAST OF HACKEN.R. (Lat: 40.899531,  Lng: -74.026869),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 89,744 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,693 (year 2040),  Design Load: H 20,  Features Intersected: RIVER ROAD (CR 41)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.026,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,948,000,  Roadway Improvement Cost: $1,421,000,  Total Project Cost: $7,712,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206168,  Location: 3.4 MI EAST OF NJ 17 (Lat: 40.895450,  Lng: -74.018250),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,348 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,812 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 4,  Facility Carried by Structure: GARRISON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $2,516,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $3,918,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206169,  Location: 3.65 MI EAST OF RT 17 (Lat: 40.894331,  Lng: -74.015019),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 87,130 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 105,960 (year 2040),  Features Intersected: PALSD AV,WNDSR RD&CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.85m (52.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $16,848,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $32,040,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206171,  Location: 3.8 MI EAST OF NJ 17 (Lat: 40.893111,  Lng: -74.011650),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 89,744 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,693 (year 2040),  Design Load: H 20,  Features Intersected: QUEEN ANNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.491,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $422,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206172,  Location: 4.0 MI E. OF 17-4 JCT (Lat: 40.891869,  Lng: -74.007961),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,750 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,300 (year 2041),  Design Load: HL 93,  Features Intersected: NJ 4,  Facility Carried by Structure: MARGARET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  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: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $2,369,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,362,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 206173,  Location: 4.0MI EAST OF NJ 17 (Lat: 40.890450,  Lng: -74.003639),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 93,770 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,524 (year 2040),  Design Load: H 20,  Features Intersected: TEANECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.215,  Lanes on structure: 7,  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: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 59.9 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,558,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $1,968,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206174,  Location: 2.5 MI W OF I-95 JCT (Lat: 40.887769,  Lng: -73.995039),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 93,770 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,524 (year 2040),  Design Load: H 20,  Features Intersected: WEBSTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.003,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 206175,  Location: 2 MILES WEST OF I-95 JCT (Lat: 40.886200,  Lng: -73.992489),  Route carried "on" structure: State highway 4,  Year Built: 1931,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 93,770 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,524 (year 2040),  Design Load: H 20,  Features Intersected: PROP. LAFAYETTE AVE EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.277,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226167,  Location: 0.5 MI W OF NJTPK JCT. (Lat: 40.865461,  Lng: -74.020150),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 163 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 196 (year 2041),  Design Load: HL 93,  Features Intersected: I-80,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 226168,  Location: 0.84 MI East of Intch 67 (Lat: 40.864700,  Lng: -74.015731),  Route carried "on" structure: County highway 39,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 8,067 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,843 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  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: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $33,000,  Total Project Cost: $38,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 229153,  Location: 1.0 Mile North of RT US46 (Lat: 40.864200,  Lng: -74.012981),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 6,610 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,065 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-80 EB LOCAL,  Facility Carried by Structure: I-80 EB EXP. RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.432,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature 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: 229157,  Location: 0.25 MILES S. OF CR 56 (Lat: 40.867739,  Lng: -74.005669),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 16,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TEANECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.043,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 250161,  Location: 0.7 mi West of CR 39 (Lat: 40.888331,  Lng: -74.019739),  Route carried "on" structure: County highway 60,  Year Built: 1980,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 14,440 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,620 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RIVER LINE (CSXT),  Facility Carried by Structure: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 61.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 250162,  Location: 0.1 MI W OF PALISADE AVE (Lat: 40.892261,  Lng: -74.016461),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,460 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,222 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RIVER LINE (CSXT),  Facility Carried by Structure: GRAYSON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $3,389,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $6,806,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 250163,  Location: 0.37 MI NW OF TEANECK RD. (Lat: 40.903661,  Lng: -74.006081),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 8,087 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,868 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RIVER LINE&PALISADES AVE,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature 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: 253003,  Location: 0.02 Mi S. of Fort Lee Rd (Lat: 40.866669,  Lng: -74.000031),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,590 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,910 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Overpeck Creek,  Facility Carried by Structure: Park Drive
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2M6006,  Location: 0.1 mi E. of Teaneck Road (Lat: 40.878969,  Lng: -74.008289),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 541 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 650 (year 2040),  Design Load: HS 20,  Features Intersected: Teaneck Creek,  Facility Carried by Structure: Fycke Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M1189,  Location: 1.0 MI N OF US46 JCT (Lat: 40.864028,  Lng: -74.011633),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 41,081 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 50,127 (year 2041),  Design Load: HS 20,  Features Intersected: I-80 EB LOCAL,  Facility Carried by Structure: NJTP SB EXPRESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.464,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,895,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11893,  Location: AT 95-80 JUNCTION (Lat: 40.865000,  Lng: -74.013333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 38,677 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,193 (year 2041),  Design Load: HS 20,  Features Intersected: I80EXP.I8EBLOC&I95SBEXP,  Facility Carried by Structure: NJTP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.222,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $250,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11899,  Location: 1 MI N OF RT 46 JCT (Lat: 40.864025,  Lng: -74.010900),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 53,143 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 64,845 (year 2041),  Design Load: HS 20,  Features Intersected: I-80 LOCAL EB,  Facility Carried by Structure: NJTP NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.367,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,079,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,465,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11907,  Location: 1.0 MILE NORTH OF RT US46 (Lat: 40.864686,  Lng: -74.011353),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 40,436 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,339 (year 2041),  Design Load: HS 20,  Features Intersected: WNX,NXW,  Facility Carried by Structure: NJTP SB,RAMP'ES'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.464,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11928,  Location: I80 & I-95 JCT (Lat: 40.865625,  Lng: -74.010014),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 20,217 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,669 (year 2041),  Design Load: HS 20,  Features Intersected: I-80 WB LOCAL,  Facility Carried by Structure: NJTP RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.528,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $630,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,050,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11932,  Location: 0.5 MI N OF I-80 JCT (Lat: 40.867439,  Lng: -74.005578),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 180,760 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 216,910 (year 2041),  Design Load: HS 20,  Features Intersected: TEANECK CREEK,  Facility Carried by Structure: NJTP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.043,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 95.4m (313.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 95.4m (313.0ft),  Out-to-Out Width: 106.3m (348.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M11949,  Location: 0.6 MI N OF 95-80 JCT (Lat: 40.869303,  Lng: -74.003522),  Route carried "on" structure: County highway 56,  Year Built: 1963,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 25,350 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,930 (year 2041),  Design Load: HS 20,  Features Intersected: NJTP,  Facility Carried by Structure: DEGRAW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.814,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  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: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,650,000,  Roadway Improvement Cost: $1,060,000,  Total Project Cost: $14,416,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M12009,  Location: 1.4MI NORTH OF I-80 JCT (Lat: 40.874489,  Lng: -73.994167),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 91,720 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 110,060 (year 2041),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: NJTPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.315,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 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: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M1201,  Location: 1.2 MI N OF 95-80 JCT (Lat: 40.874800,  Lng: -73.994217),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 90,380 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 108,460 (year 2041),  Design Load: HS 20,  Features Intersected: OVERPECK CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.315,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.6 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: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 206167,  Location: 0.25 MI EAST OF HACKEN.R. (Lat: 40.899531,  Lng: -74.026869),  Route carried "under" structure: County highway 41,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 16,876 (year 2020),  Truck Traffic: 4%,  Features Intersected: RIVER ROAD (CR 41),  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 5.745,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 206168,  Location: 3.4 MI EAST OF NJ 17 (Lat: 40.895450,  Lng: -74.018250),  Route carried "under" structure: State highway 4,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 89,744 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 4,  Facility Carried by Structure: GARRISON AVE.
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 206169,  Location: 3.65 MI EAST OF RT 17 (Lat: 40.894331,  Lng: -74.015019),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 11,020 (year 2020),  Truck Traffic: 3%,  Features Intersected: PALSD AV,WNDSR RD&CSX RR,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.653,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 206169,  Location: 3.65 MI EAST OF RT 17 (Lat: 40.894331,  Lng: -74.015019),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 11,985 (year 2020),  Truck Traffic: 3%,  Features Intersected: PALSD AV,WNDSR RD&CSX RR,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.789,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 206171,  Location: 3.8 MI EAST OF NJ 17 (Lat: 40.893111,  Lng: -74.011650),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 7,881 (year 2020),  Truck Traffic: 4%,  Features Intersected: QUEEN ANNE ROAD,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 206172,  Location: 4.0 MI E. OF 17-4 JCT (Lat: 40.891869,  Lng: -74.007961),  Route carried "under" structure: State highway 4,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 90,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 4,  Facility Carried by Structure: MARGARET STREET
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 11.829,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 206173,  Location: 4.0MI EAST OF NJ 17 (Lat: 40.890450,  Lng: -74.003639),  Route carried "under" structure: County highway 39,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 25,686 (year 2020),  Truck Traffic: 4%,  Features Intersected: TEANECK ROAD,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.617,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 206174,  Location: 2.5 MI W OF I-95 JCT (Lat: 40.887769,  Lng: -73.995039),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 5,093 (year 2020),  Truck Traffic: 1%,  Features Intersected: WEBSTER AVENUE,  Facility Carried by Structure: NJ 4
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 226167,  Location: 0.5 MI W OF NJTPK JCT. (Lat: 40.865461,  Lng: -74.020150),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 145,780 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-80,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 108.985,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 226168,  Location: 0.84 MI East of Intch 67 (Lat: 40.864700,  Lng: -74.015731),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 135,552 (year 2020),  Truck Traffic: 9%,  Features Intersected: Route I-80,  Facility Carried by Structure: Teaneck Road(CR39)
Minimum Vertical Clearance: 8.31m (27.26ft),  Kilometerpoint: 109.387,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 229153,  Location: 1.0 Mile North of RT US46 (Lat: 40.864200,  Lng: -74.012981),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 46,820 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-80 EB LOCAL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 109.580,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 250163,  Location: 0.37 MI NW OF TEANECK RD. (Lat: 40.903661,  Lng: -74.006081),  Route carried "under" structure: City street ,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 996 (year 2021),  Truck Traffic: 3%,  Features Intersected: RIVER LINE&PALISADES AVE,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: M1189,  Location: 1.0 MI N OF US46 JCT (Lat: 40.864028,  Lng: -74.011633),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 72,939 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-80 EB LOCAL,  Facility Carried by Structure: NJTP SB EXPRESS
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 109.999,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: M11893,  Location: AT 95-80 JUNCTION (Lat: 40.865000,  Lng: -74.013333),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 46,958 (year 2021),  Truck Traffic: 4%,  Features Intersected: I80EXP.I8EBLOC&I95SBEXP,  Facility Carried by Structure: NJTP RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 118.222,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: M11893,  Location: AT 95-80 JUNCTION (Lat: 40.865000,  Lng: -74.013333),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 149,185 (year 2021),  Truck Traffic: 4%,  Features Intersected: I80EXP.I8EBLOC&I95SBEXP,  Facility Carried by Structure: NJTP RAMP
Minimum Vertical Clearance: 11.25m (36.91ft),  Kilometerpoint: 109.999,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: M11899,  Location: 1 MI N OF RT 46 JCT (Lat: 40.864025,  Lng: -74.010900),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 74,986 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-80 LOCAL EB,  Facility Carried by Structure: NJTP NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 109.822,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: M11907,  Location: 1.0 MILE NORTH OF RT US46 (Lat: 40.864686,  Lng: -74.011353),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 133,711 (year 2021),  Features Intersected: WNX,NXW,  Facility Carried by Structure: NJTP SB,RAMP'ES'
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 109.870,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: M11928,  Location: I80 & I-95 JCT (Lat: 40.865625,  Lng: -74.010014),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 16,017 (year 2021),  Truck Traffic: 2%,  Features Intersected: I-80 WB LOCAL,  Facility Carried by Structure: NJTP RAMP B
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 109.999,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: M11949,  Location: 0.6 MI N OF 95-80 JCT (Lat: 40.869303,  Lng: -74.003522),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 161,260 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJTP,  Facility Carried by Structure: DEGRAW AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 119.317,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)