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

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Structure Number: 552304,  Location: BAYONNE BR OVR KIL VN KUL (Lat: 40.639461,  Lng: -74.143208),  Route carried "on" structure: State highway 440,  Year Built: 1931,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 56.51m (185.40ft),  Average Daily Traffic: 26,248 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,363 (year 2040),  Design Load: HL 93,  Features Intersected: KILL VAN KULL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 20.338,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 518.8m (1,702.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.1 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.50m (185.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $181,571,000,  Roadway Improvement Cost: $106,328,000,  Total Project Cost: $287,899,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552304A,  Location: NORTH OF BAYONNE BR (Lat: 40.638539,  Lng: -74.143550),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2018,  Status: Open,  Structure Length: 89.31m (293.01ft),  Average Daily Traffic: 26,248 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,363 (year 2040),  Design Load: HL 93,  Features Intersected: Gertrude Street, Juliett
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.080,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 76.8m (252.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.30m (292.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $107,694,000,  Roadway Improvement Cost: $63,066,000,  Total Project Cost: $170,760,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552304B,  Location: NORTH OF BAYONNE BR (Lat: 40.644158,  Lng: -74.141267),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2017,  Status: Open,  Structure Length: 89.25m (292.81ft),  Average Daily Traffic: 26,248 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,363 (year 2040),  Design Load: HL 93,  Features Intersected: Gertrude Street, Juliett
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 20.338,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.24m (292.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $179,370,000,  Roadway Improvement Cost: $105,039,000,  Total Project Cost: $284,409,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552304C,  Location: SOUTH OF BAYONNE BR (Lat: 40.639417,  Lng: -74.143169),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2017,  Status: Open,  Structure Length: 72.54m (237.99ft),  Average Daily Traffic: 26,248 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,363 (year 2040),  Design Load: HL 93,  Features Intersected: Newark Avenue, INNIS STR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 20.145,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 82.9m (272.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.54m (237.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $119,196,000,  Roadway Improvement Cost: $69,801,000,  Total Project Cost: $188,998,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552304D,  Location: SOUTH OF BAYONNE BR (Lat: 40.639444,  Lng: -74.143297),  Route carried "on" structure: Ramp State highway 440,  Year Built: 2018,  Status: Open,  Structure Length: 72.63m (238.29ft),  Average Daily Traffic: 26,248 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,363 (year 2040),  Design Load: HL 93,  Features Intersected: Newark Avenue, Richmond
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 20.145,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 82.9m (272.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.63m (238.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $87,820,000,  Roadway Improvement Cost: $51,427,000,  Total Project Cost: $139,247,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5523051,  Location: I278 NJ/NY BORDER (Lat: 40.634019,  Lng: -74.194339),  Route carried "on" structure: Interstate 278,  Year Built: 2018,  Status: Open,  Structure Length: 60.50m (198.49ft),  Average Daily Traffic: 35,831 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 38,697 (year 2039),  Features Intersected: ARTHUR KILL
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 274.3m (899.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.50m (198.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $161,116,000,  Roadway Improvement Cost: $94,349,000,  Total Project Cost: $255,465,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 5523052,  Location: I278 NJ/NY BORDER (Lat: 40.633814,  Lng: -74.194528),  Route carried "on" structure: Interstate 278,  Year Built: 2017,  Status: Open,  Structure Length: 60.53m (198.59ft),  Average Daily Traffic: 31,765 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,588 (year 2040),  Features Intersected: ARTHUR KILL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 274.3m (899.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.53m (198.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $103,614,000,  Roadway Improvement Cost: $60,676,000,  Total Project Cost: $164,290,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 552305A,  Location: I278 NY/NJ BORDER (Lat: 40.633972,  Lng: -74.194389),  Route carried "on" structure: Interstate 278,  Year Built: 2018,  Status: Open,  Structure Length: 84.86m (278.41ft),  Average Daily Traffic: 63,529 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,177 (year 2040),  Features Intersected: GULF AVENUE, OLD PLACE C
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.595,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 48.1 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.85m (278.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $57,037,000,  Roadway Improvement Cost: $33,401,000,  Total Project Cost: $90,438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552305B,  Location: I278 NJ/NY BORDER (Lat: 40.633742,  Lng: -74.194606),  Route carried "on" structure: Interstate 278,  Year Built: 2017,  Status: Open,  Structure Length: 85.01m (278.90ft),  Average Daily Traffic: 85,763 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 89,467 (year 2036),  Features Intersected: GULF AVENUE, OLD PLACE C
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 47.3 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: 36.6 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 85.00m (278.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2014,  Bridge Improvement Cost: $52,860,000,  Roadway Improvement Cost: $30,955,000,  Total Project Cost: $83,815,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552305C,  Location: I278 NJ/NY BORDER (Lat: 40.636922,  Lng: -74.200389),  Route carried "on" structure: Interstate 278,  Year Built: 2017,  Status: Open,  Structure Length: 45.93m (150.69ft),  Average Daily Traffic: 63,529 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,177 (year 2040),  Features Intersected: S FRONT STREET, BAYWAY I
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.93m (150.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $28,481,000,  Roadway Improvement Cost: $16,678,000,  Total Project Cost: $45,159,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552305D,  Location: I278 NJ/NY BORDER (Lat: 40.637128,  Lng: -74.200203),  Route carried "on" structure: Interstate 278,  Year Built: 2018,  Status: Open,  Structure Length: 57.67m (189.21ft),  Average Daily Traffic: 63,529 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,177 (year 2040),  Features Intersected: S FRONT STREET, BAYWAY I
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 53.9m (176.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.66m (189.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $37,609,000,  Roadway Improvement Cost: $22,024,000,  Total Project Cost: $59,632,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5523069,  Location: ARTHUR KILL (Lat: 40.524978,  Lng: -74.243947),  Route carried "on" structure: US 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 64.01m (210.01ft),  Average Daily Traffic: 71,661 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,358 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARTHUR KILL
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 205.7m (674.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 228.6m (750.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 64.00m (209.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $79,430,000,  Roadway Improvement Cost: $46,514,000,  Total Project Cost: $125,944,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552306A,  Location: ARTHUR KILL (Lat: 40.525175,  Lng: -74.239289),  Route carried "on" structure: US 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 70.41m (231.00ft),  Average Daily Traffic: 71,661 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,358 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: U-Turn Roadway, ARTHUR K
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $50,292,000,  Roadway Improvement Cost: $29,451,000,  Total Project Cost: $79,743,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552306B,  Location: ARTHUR KILL (Lat: 40.524469,  Lng: -74.252281),  Route carried "on" structure: US 440,  Year Built: 1928,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 149.17m (489.40ft),  Average Daily Traffic: 71,661 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,358 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: High Street, State Stree
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 66,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 149.16m (489.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $105,971,000,  Roadway Improvement Cost: $62,057,000,  Total Project Cost: $168,028,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552354,  Location: 2.5 M SOUTH OF G.W.BRIDGE (Lat: 40.823206,  Lng: -73.957061),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 100 (year 2009),  Average Future Daily Traffic: 140 (year 2029),  Design Load: HS 20,  Features Intersected: 907V907VX4M11103, 907V90,  Facility Carried by Structure: S.ACCESS AT 138TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 0.0m,  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $7,272,000,  Roadway Improvement Cost: $4,258,000,  Total Project Cost: $11,530,000 ( 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: 552355,  Location: 2 M SOUTH OF G W BRIDGE (Lat: 40.827322,  Lng: -73.953483),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 300 (year 2009),  Average Future Daily Traffic: 420 (year 2029),  Design Load: HS 20,  Features Intersected: 907V907VX4M11106, 907V90,  Facility Carried by Structure: N.ACCESS AT 145TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.41m (47.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $8,668,000,  Roadway Improvement Cost: $5,076,000,  Total Project Cost: $13,744,000 ( 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: 552387,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.654914,  Lng: -73.789700),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 4.33m (14.21ft),  Truck Traffic: 4%,  Features Intersected: JFK Expressway, JFK Expr,  Facility Carried by Structure: SERVICE ROAD J18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,874,000,  Roadway Improvement Cost: $2,269,000,  Total Project Cost: $6,143,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 55239,  Location: LA GUARDIA AIRPORT (Lat: 40.768033,  Lng: -73.861308),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Closed,  Structure Length: 33.83m (110.99ft),  Average Daily Traffic: 7,300 (year 1992),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,220 (year 2012),  Design Load: HS 15,  Features Intersected: ROAD UNDER SPAN 5, ROAD,  Facility Carried by Structure: DELTA TERM DEPART
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 5,  Length of Maximum Span: 103.6m (339.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 33.83m (110.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $17,648,000,  Roadway Improvement Cost: $10,335,000,  Total Project Cost: $27,983,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552391,  Location: IN WEST MANHATTAN (Lat: 40.755206,  Lng: -73.996647),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,304 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,332 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495,  Facility Carried by Structure: W. 36TH ST & DYER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 96.1m (315.3ft),  Out-to-Out Width: 97.0m (318.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $11,065,000,  Roadway Improvement Cost: $6,479,000,  Total Project Cost: $17,544,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552392,  Location: IN WEST MANHATTAN (Lat: 40.754906,  Lng: -73.996908),  Route carried "on" structure: City street 495,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: 495 IX (SOUTHBOUND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,075,000,  Roadway Improvement Cost: $3,557,000,  Total Project Cost: $9,632,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552393,  Location: IN WEST MANHATTAN (Lat: 40.755100,  Lng: -73.997914),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 22,285 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,389 (year 2040),  Design Load: HS 20,  Features Intersected: 495 IX,  Facility Carried by Structure: 10TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 182.9m (600.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $20,867,000,  Roadway Improvement Cost: $12,220,000,  Total Project Cost: $33,087,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 552426,  Location: JFK BLDG 54 DEPART RAMP (Lat: 40.641817,  Lng: -73.789269),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 83 (year 1987),  Average Future Daily Traffic: 116 (year 2007),  Design Load: H 15,  Features Intersected: ARRIVAL AREA,  Facility Carried by Structure: DEPARTURE RAMP
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Length Of Structure Improvement: 14.78m (48.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,641,000,  Roadway Improvement Cost: $2,718,000,  Total Project Cost: $7,358,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552427,  Location: JFK TERM 1 OVER FRONT RD (Lat: 40.643475,  Lng: -73.790036),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 37.40m (122.70ft),  Average Daily Traffic: 3,390 (year 1998),  Average Future Daily Traffic: 4,746 (year 2018),  Design Load: HS 20,  Features Intersected: JFK BLDG 55 ARRIV,  Facility Carried by Structure: JFK BLDG 55 DEPRT
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 37.39m (122.67ft),  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: $11,394,000,  Roadway Improvement Cost: $6,672,000,  Total Project Cost: $18,067,000 ( 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: 552427A,  Location: JFK TERM 1 OVER FRONT RD (Lat: 40.644433,  Lng: -73.791031),  Route carried "on" structure: Ramp Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 2,390 (year 1998),  Average Future Daily Traffic: 3,346 (year 2018),  Design Load: HS 20,  Features Intersected: JFK BLDG 55 ARRIV,  Facility Carried by Structure: JFK BLDG 55 DEPRT
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  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: $2,280,000,  Roadway Improvement Cost: $1,335,000,  Total Project Cost: $3,615,000 ( 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: 552429,  Location: JFK BLDG 59 DEPART RAMP (Lat: 40.648544,  Lng: -73.782031),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Open,  Structure Length: 24.02m (78.81ft),  Average Daily Traffic: 513 (year 1987),  Average Future Daily Traffic: 718 (year 2007),  Design Load: H 15,  Features Intersected: TAXICAB ROAD, BLDG 59 AR,  Facility Carried by Structure: BLDG 59 DEPT RAMP
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Length Of Structure Improvement: 24.01m (78.77ft),  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: $7,756,000,  Roadway Improvement Cost: $4,542,000,  Total Project Cost: $12,297,000 ( 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: 552431,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644558,  Lng: -73.788417),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 105.55m (346.29ft),  Average Daily Traffic: 6,850 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,590 (year 2014),  Design Load: HS 20,  Features Intersected: J1CTCE, RAMP @ END ABUT,,  Facility Carried by Structure: VICTCW OVERPASS
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 105.55m (346.29ft),  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: $31,697,000,  Roadway Improvement Cost: $18,562,000,  Total Project Cost: $50,258,000 ( 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: 552431A,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644775,  Lng: -73.786753),  Route carried "on" structure: Ramp City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 2,200 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,080 (year 2014),  Design Load: HS 20,  Features Intersected: CTCWJO, JICTCE, JICTCW,  Facility Carried by Structure: VICTCN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  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: $2,762,000,  Roadway Improvement Cost: $1,618,000,  Total Project Cost: $4,380,000 ( 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: 552431B,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644336,  Lng: -73.786322),  Route carried "on" structure: Ramp City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 8,150 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,410 (year 2014),  Design Load: HS 20,  Features Intersected: JFK RELIEF,  Facility Carried by Structure: JICTCW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.86m (29.07ft),  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: $2,903,000,  Roadway Improvement Cost: $1,700,000,  Total Project Cost: $4,604,000 ( 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: 552431C,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644297,  Lng: -73.786069),  Route carried "on" structure: Ramp City street ,  Year Built: 2002,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 99 (year 2002),  Average Future Daily Traffic: 139 (year 2022),  Design Load: HS 20,  Features Intersected: CTCW RAMP,  Facility Carried by Structure: R-DEP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.91m (39.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,963,000,  Roadway Improvement Cost: $2,320,000,  Total Project Cost: $6,283,000 ( 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: 552432,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.646800,  Lng: -73.781031),  Route carried "on" structure: Ramp City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 17,500 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,500 (year 2014),  Design Load: HS 20,  Features Intersected: LOCAL STREET,  Facility Carried by Structure: VIT OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,068,000,  Roadway Improvement Cost: $1,797,000,  Total Project Cost: $4,865,000 ( 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: 552433,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.646814,  Lng: -73.782050),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 25.24m (82.81ft),  Average Daily Traffic: 5,900 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,260 (year 2016),  Design Load: HS 20,  Features Intersected: RAMP VIT, LOCAL STREET,  Facility Carried by Structure: IABVO OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 25.23m (82.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $12,018,000,  Roadway Improvement Cost: $7,038,000,  Total Project Cost: $19,056,000 ( 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: 552434,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.651233,  Lng: -73.785747),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 100 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2014),  Design Load: HS 20,  Features Intersected: JFK EXPRESSWAY, JFK EXPR,  Facility Carried by Structure: HOV OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.54m (50.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $5,149,000,  Roadway Improvement Cost: $3,015,000,  Total Project Cost: $8,164,000 ( 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: 552435,  Location: LA GUARDIA AIRPORT RAMP (Lat: 40.769506,  Lng: -73.864047),  Route carried "on" structure: ServiceCity street ,  Year Built: 1992,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 5,900 (year 1994),  Average Future Daily Traffic: 8,260 (year 2014),  Design Load: HS 20,  Features Intersected: DFG ROAD, GED ROAD, TAXI,  Facility Carried by Structure: TERMINAL C RAMP
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 8,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 40.66m (133.40ft),  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: $11,256,000,  Roadway Improvement Cost: $6,591,000,  Total Project Cost: $17,847,000 ( 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: 552435A,  Location: At LA GURADIA AIRPORT (Lat: 40.771158,  Lng: -73.866167),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Open,  Structure Length: 15.00m (49.21ft),  Design Load: HL 93,  Features Intersected: DFG ROADWAY, TAXI ROADWA,  Facility Carried by Structure: DELTA DEPARTURES T
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.3 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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 14.99m (49.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,666,000,  Roadway Improvement Cost: $4,489,000,  Total Project Cost: $12,156,000 ( 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: 552452,  Location: AT UNIVERSITY HEIGHTS (Lat: 40.852253,  Lng: -73.921883),  Route carried "on" structure: ServiceCity street ,  Year Built: 1971,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 140 (year 2029),  Features Intersected: MAC CRACKEN AVE,  Facility Carried by Structure: BUS TURNAROUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $5,321,000,  Roadway Improvement Cost: $3,116,000,  Total Project Cost: $8,438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other