Bridge Statistics for New York, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 552120G,  Location: AT RANDALLS ISLAND (Lat: 40.796889,  Lng: -73.921736),  Route carried "on" structure: Ramp Other road ,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 57.39m (188.29ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: MANHATTAN TO QNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 57.39m (188.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $38,456,000,  Roadway Improvement Cost: $22,520,000,  Total Project Cost: $60,975,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552120K,  Location: Manhattan (Lat: 40.800997,  Lng: -73.929061),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2020,  Status: Open,  Structure Length: 46.63m (152.99ft),  Truck Traffic: 2%,  Design Load: HL 93,  Features Intersected: NB HRD OFF RAMP TO E 127,  Facility Carried by Structure: RFK Bridge to Harl
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 5,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 46.63m (152.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $14,375,000,  Roadway Improvement Cost: $8,418,000,  Total Project Cost: $22,793,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5521217,  Location: I278 OVER THE NARROWS (Lat: 40.609397,  Lng: -74.036092),  Route carried "on" structure: Interstate 278,  Year Built: 1961,  Status: Open,  Structure Length: 235.85m (773.79ft),  Average Daily Traffic: 182,700 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 255,780 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: RTE I278, THE NARROWS, S
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 12.421,  Lanes on structure: 6,  Lanes under structure: 13,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 69.4m (227.7ft), Horizontal Clearance: 609.6m (2,000.0ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 1287.5m (4,224.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 235.85m (773.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521218,  Location: I278 OVER VERRAZ. NARROWS (Lat: 40.609300,  Lng: -74.036003),  Route carried "on" structure: Interstate 278,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 241.28m (791.60ft),  Average Daily Traffic: 162,738 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 207,946 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I278, THE NARROWS
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 69.4m (227.7ft), Horizontal Clearance: 609.6m (2,000.0ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 14,  Length of Maximum Span: 1287.5m (4,224.1ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 241.27m (791.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552121A,  Location: I278 OVER THE NARROWS (Lat: 40.610814,  Lng: -74.031944),  Route carried "on" structure: Interstate 278,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 42.98m (141.01ft),  Average Daily Traffic: 202,650 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 283,710 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE I278, LEE AVE (ACCES
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 14.272,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.97m (140.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $25,235,000,  Roadway Improvement Cost: $14,778,000,  Total Project Cost: $40,013,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552121B,  Location: I278 OVER THE NARROWS (Lat: 40.611856,  Lng: -74.030256),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 2016,  Status: Open,  Structure Length: 25.09m (82.32ft),  Truck Traffic: 11%,  Design Load: HS 25 or greater,  Features Intersected: OTHER
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.08m (82.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,627,000,  Roadway Improvement Cost: $5,052,000,  Total Project Cost: $13,679,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552121C,  Location: I278 OVER THE NARROWS (Lat: 40.610675,  Lng: -74.031706),  Route carried "on" structure: Interstate 278,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 46.15m (151.41ft),  Average Daily Traffic: 162,738 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 207,946 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I278, LEE AVENUE, TO
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.869,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 46.14m (151.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $27,472,000,  Roadway Improvement Cost: $16,087,000,  Total Project Cost: $43,559,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552121D,  Location: I278 OVER THE NARROWS (Lat: 40.611581,  Lng: -74.030214),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1961,  Status: Open,  Structure Length: 19.39m (63.62ft),  Truck Traffic: 11%,  Design Load: HS 20+Mod,  Features Intersected: RELIEF
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.38m (63.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,494,000,  Roadway Improvement Cost: $3,803,000,  Total Project Cost: $10,297,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552121E,  Location: I278 OVER THE NARROWS (Lat: 40.611086,  Lng: -74.031414),  Route carried "on" structure: Interstate 278,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 66.69m (218.80ft),  Average Daily Traffic: 162,738 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 207,946 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I278 WESTBOUND, TO & FRO
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 23,  Length of Maximum Span: 42.9m (140.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.69m (218.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $29,670,000,  Roadway Improvement Cost: $17,375,000,  Total Project Cost: $47,044,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552121F,  Location: I278 OVER THE NARROWS (Lat: 40.613697,  Lng: -74.029797),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1961,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 72.66m (238.39ft),  Average Daily Traffic: 31,778 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,605 (year 2040),  Features Intersected: WESTBOUND/EASTBOUND HOV,
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: Toll bridge,  Owner: Local 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: 25,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.66m (238.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $57,035,000,  Roadway Improvement Cost: $33,400,000,  Total Project Cost: $90,434,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552121G,  Location: I278 OVER THE NARROWS (Lat: 40.610892,  Lng: -74.031092),  Route carried "on" structure: Interstate 278,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 61.45m (201.61ft),  Average Daily Traffic: 4,649 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,940 (year 2040),  Features Intersected: RTE I278
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 61.44m (201.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $36,372,000,  Roadway Improvement Cost: $21,299,000,  Total Project Cost: $57,671,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552121H,  Location: I278 OVER THE NARROWS (Lat: 40.612131,  Lng: -74.029383),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1961,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 33,301 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,552 (year 2040),  Features Intersected: RELIEF
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.33m (37.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,463,000,  Roadway Improvement Cost: $2,613,000,  Total Project Cost: $7,076,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552121I,  Location: I278 OVER THE NARROWS (Lat: 40.613339,  Lng: -74.028194),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 4,649 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,940 (year 2040),  Features Intersected: I278 TO 92ND ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $6,749,000,  Roadway Improvement Cost: $3,952,000,  Total Project Cost: $10,701,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552121J,  Location: I278 OVER THE NARROWS (Lat: 40.610628,  Lng: -74.031958),  Route carried "on" structure: Interstate ,  Year Built: 2017,  Status: Open,  Structure Length: 48.28m (158.40ft),  Average Daily Traffic: 33,301 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,552 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Lee Ave., 278I, 278I 278,  Facility Carried by Structure: 278I
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: Local Toll Authority,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.28m (158.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $11,649,000,  Roadway Improvement Cost: $6,822,000,  Total Project Cost: $18,471,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521229,  Location: I678 OVER EAST RIVER (Lat: 40.797078,  Lng: -73.826622),  Route carried "on" structure: Interstate 678,  Year Built: 1938,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 209.89m (688.62ft),  Average Daily Traffic: 103,379 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,097 (year 2040),  Design Load: HS 20,  Features Intersected: 3RD AVE, HUTCHINSON RIVE
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.437,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 306.9m (1,006.9ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 28,  Length of Maximum Span: 701.0m (2,299.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 209.88m (688.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5521239,  Location: CROSS BAY VETS MEM BRIDGE (Lat: 40.590442,  Lng: -73.819422),  Route carried "on" structure: City street 900,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 64.07m (210.20ft),  Average Daily Traffic: 16,692 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,770 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMAICA BAY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.241,  Lanes on structure: 6,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.1m (52.8ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 83.8m (274.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.06m (210.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $73,986,000,  Roadway Improvement Cost: $43,326,000,  Total Project Cost: $117,313,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552123A,  Location: CROSS BAY BRIDGE (Lat: 40.588325,  Lng: -73.817658),  Route carried "on" structure: City street 900,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 28.68m (94.09ft),  Average Daily Traffic: 2,028 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,037 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMAICA BAY, SEAWALL PRO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 7,  Length of Maximum Span: 42.9m (140.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.68m (94.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $9,191,000,  Roadway Improvement Cost: $5,382,000,  Total Project Cost: $14,573,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552123B,  Location: BIN 123B to 123A Span 6 (Lat: 40.588189,  Lng: -73.817739),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,664 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEACH CHANNEL DR,  Facility Carried by Structure: CROSS BAY BR APPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,208,000,  Roadway Improvement Cost: $707,000,  Total Project Cost: $1,916,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552123C,  Location: RAMP FROM 5521239 SPAN 1 (Lat: 40.588242,  Lng: -73.818911),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 2,477 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,488 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMAICA BAY,  Facility Carried by Structure: CROSS BAY BR ENTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.53m (77.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $6,982,000,  Roadway Improvement Cost: $4,089,000,  Total Project Cost: $11,071,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552123D,  Location: RAMP ATTACHED TO 5521239 (Lat: 40.588022,  Lng: -73.819117),  Route carried "on" structure: City street 900,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 32.19m (105.61ft),  Average Daily Traffic: 2,028 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,037 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROSS BAY BR APPR, SEAWA
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 16.1m (52.8ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.18m (105.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $10,290,000,  Roadway Improvement Cost: $6,026,000,  Total Project Cost: $16,317,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552123E,  Location: RAMP ATTACH TO 55123D SN3 (Lat: 40.587914,  Lng: -73.819339),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 3,597 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,613 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEAWALL PROMENADE, JAMAI,  Facility Carried by Structure: CROSS BAY BR EXIT
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.55m (57.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $5,330,000,  Roadway Improvement Cost: $3,121,000,  Total Project Cost: $8,451,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552124,  Location: MARINE PKWY BR RCKWY INLT (Lat: 40.578169,  Lng: -73.887756),  Route carried "on" structure: City street 901,  Year Built: 1936,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 121.46m (398.49ft),  Average Daily Traffic: 16,268 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,344 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKAWAY INLET
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 45.7m (149.9ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 20,  Length of Maximum Span: 164.5m (539.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 121.46m (398.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $272,450,000,  Roadway Improvement Cost: $159,547,000,  Total Project Cost: $431,997,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521257,  Location: JCT SH 9A & HARLEM RIVER (Lat: 40.878181,  Lng: -73.921508),  Route carried "on" structure: State highway 9A,  Year Built: 1935,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 57.18m (187.60ft),  Average Daily Traffic: 67,364 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,059 (year 2040),  Design Load: HS 20,  Features Intersected: Edsall Avenue, Palisade
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 43.5m (142.7ft), Horizontal Clearance: 107.5m (352.7ft)),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 30,  Length of Maximum Span: 256.0m (839.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.18m (187.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $86,529,000,  Roadway Improvement Cost: $50,671,000,  Total Project Cost: $137,200,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521258,  Location: SH 9A & SPUYTEN DUYVIL CK (Lat: 40.878342,  Lng: -73.921369),  Route carried "on" structure: State highway 9A,  Year Built: 1937,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 73.43m (240.91ft),  Average Daily Traffic: 67,364 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 83,059 (year 2040),  Design Load: H 20,  Features Intersected: Henry Hudson Parkway Sou
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 43.5m (142.7ft), Horizontal Clearance: 107.5m (352.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 69,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.42m (240.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $50,971,000,  Roadway Improvement Cost: $29,849,000,  Total Project Cost: $80,820,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521269,  Location: 295I OVER EAST RIVER (Lat: 40.804664,  Lng: -73.793731),  Route carried "on" structure: Interstate 295,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 342.90m (1125.00ft),  Average Daily Traffic: 96,975 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 123,914 (year 2040),  Features Intersected: Cross Island Parkway (Ro
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 43.2m (141.7ft), Horizontal Clearance: 304.8m (1,000.0ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 57,  Length of Maximum Span: 548.6m (1,799.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 342.90m (1125.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552126A,  Location: I295 OVER EAST RIVER (Lat: 40.788928,  Lng: -73.789847),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 25,570 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,673 (year 2040),  Design Load: HS 20,  Features Intersected: CIP SERVICE ROAD,  Facility Carried by Structure: CRS ISLND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 24.32m (79.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,592,000,  Roadway Improvement Cost: $5,617,000,  Total Project Cost: $15,208,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552126B,  Location: I295 OVER EAST RIVER (Lat: 40.788269,  Lng: -73.790569),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 33.65m (110.40ft),  Average Daily Traffic: 103,688 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 132,492 (year 2040),  Design Load: HS 20,  Features Intersected: Cross Island Boulevard,
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 7.884,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 304.8m (1,000.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.64m (110.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $13,428,000,  Roadway Improvement Cost: $7,864,000,  Total Project Cost: $21,292,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5521889,  Location: I278 OVER HELLGATE (Lat: 40.798833,  Lng: -73.919189),  Route carried "on" structure: Interstate 278,  Year Built: 1936,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 399.59m (1310.99ft),  Average Daily Traffic: 108,134 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 138,173 (year 2040),  Design Load: HS 20,  Features Intersected: City Streets, EAST RIVER
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 39,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 42.9m (140.7ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 139,  Length of Maximum Span: 420.6m (1,379.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 399.59m (1310.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552188A,  Location: I278 OVER HELLGATE (Lat: 40.795808,  Lng: -73.920436),  Route carried "on" structure: Ramp Other road ,  Year Built: 1936,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 81.69m (268.01ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: ISLAND ACCESS RD, 278I X,  Facility Carried by Structure: QUEENS TO MANHTTN
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 32,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 81.68m (267.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $41,897,000,  Roadway Improvement Cost: $24,535,000,  Total Project Cost: $66,432,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552188B,  Location: 278I BRONX TO MANHATTAN (Lat: 40.797450,  Lng: -73.920614),  Route carried "on" structure: Ramp Other road 278,  Year Built: 2001,  Status: Open,  Structure Length: 11.06m (36.29ft),  Truck Traffic: 11%,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,458,000,  Roadway Improvement Cost: $4,368,000,  Total Project Cost: $11,826,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552188C,  Location: RFK Exit Ramp BW (Lat: 40.787431,  Lng: -73.929103),  Route carried "on" structure: Ramp Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 36.88m (121.00ft),  Average Daily Traffic: 154,800 (year 2011),  Average Future Daily Traffic: 216,720 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Sunken Garden Loop, Ward,  Facility Carried by Structure: RFK Exit Ramp BW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.88m (121.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $14,171,000,  Roadway Improvement Cost: $8,298,000,  Total Project Cost: $22,469,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55219,  Location: AT JCT I278 & BSHP (Lat: 40.609550,  Lng: -74.035050),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1961,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 129,222 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 165,119 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 907CX WEST BOUND, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.03m (69.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,686,000,  Roadway Improvement Cost: $5,086,000,  Total Project Cost: $13,772,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552191,  Location: AT JCT I278 & BSHP (Lat: 40.608758,  Lng: -74.034408),  Route carried "on" structure: Ramp State highway 907C,  Year Built: 1961,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 33,301 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,552 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PUMP HOUSE ACCESS ROAD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,646,000,  Roadway Improvement Cost: $964,000,  Total Project Cost: $2,610,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5521929,  Location: W OF I278 & THE NARROWS (Lat: 40.603031,  Lng: -74.065528),  Route carried "on" structure: Interstate 278,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 162,738 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 207,946 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LILY POND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.470,  Lanes on structure: 17,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 126.5m (415.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 126.5m (415.0ft),  Out-to-Out Width: 129.5m (424.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $40,059,000,  Roadway Improvement Cost: $23,458,000,  Total Project Cost: $63,517,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete