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

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Structure Number: 552459,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644700,  Lng: -73.793197),  Route carried "on" structure: Ramp City street ,  Year Built: 1996,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 1,500 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,100 (year 2016),  Design Load: HS 20,  Features Intersected: VAN WYCK EXPWAY, VAN WYC,  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: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: 73.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.87m (32.38ft),  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: $3,294,000,  Roadway Improvement Cost: $1,929,000,  Total Project Cost: $5,223,000 ( 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: 552472,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.646542,  Lng: -73.781444),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 25.85m (84.81ft),  Average Daily Traffic: 12,000 (year 2000),  Average Future Daily Traffic: 16,800 (year 2020),  Design Load: HS 20,  Features Intersected: LOCAL STREETS, LOCAL STR,  Facility Carried by Structure: DEPARTURE/ARR-PK2
Minimum Vertical Clearance: 30+ m (98+ ft),  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 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: 25.84m (84.78ft),  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: $7,782,000,  Roadway Improvement Cost: $4,557,000,  Total Project Cost: $12,340,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552473,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.644725,  Lng: -73.796608),  Route carried "on" structure: ServiceCity street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,000 (year 2000),  Average Future Daily Traffic: 1,400 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: VAN WYCK EXPRSSWY,  Facility Carried by Structure: SW RESTR SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,475,000,  Roadway Improvement Cost: $2,035,000,  Total Project Cost: $5,510,000 ( 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: 552477,  Location: JFK INTERNATIONAL AIRPORT (Lat: 40.643422,  Lng: -73.786181),  Route carried "on" structure: Ramp City street ,  Year Built: 2001,  Status: Open,  Structure Length: 16.12m (52.89ft),  Average Daily Traffic: 10,000 (year 2000),  Average Future Daily Traffic: 14,000 (year 2020),  Design Load: HS 20,  Features Intersected: VI-DEP/LOCAL ST,  Facility Carried by Structure: JI/ARR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  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: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.12m (52.89ft),  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: $5,179,000,  Roadway Improvement Cost: $3,033,000,  Total Project Cost: $8,212,000 ( 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: 552477A,  Location: JFK International Airport (Lat: 40.643492,  Lng: -73.786136),  Route carried "on" structure: ServiceCity street ,  Year Built: 2001,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 10,000 (year 2000),  Average Future Daily Traffic: 14,000 (year 2020),  Design Load: HS 20,  Features Intersected: Local Street,  Facility Carried by Structure: VI-ARR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than 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: 8.74m (28.67ft),  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: $2,585,000,  Roadway Improvement Cost: $1,514,000,  Total Project Cost: $4,099,000 ( 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: 552486,  Location: JFK AA T9 Depart (Lat: 40.646781,  Lng: -73.789550),  Route carried "on" structure: Ramp City street ,  Year Built: 2005,  Status: Open,  Structure Length: 54.80m (179.79ft),  Truck Traffic: 4%,  Design Load: HS 20+Mod,  Features Intersected: JFK Term 8 Arrv.,  Facility Carried by Structure: JFK Term 8 Dept.
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  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: 23,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 54.80m (179.79ft),  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: $26,574,000,  Roadway Improvement Cost: $15,562,000,  Total Project Cost: $42,136,000 ( 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: 552494,  Location: JFKIA Term 5 Dept. (Lat: 40.644658,  Lng: -73.777028),  Route carried "on" structure: Ramp City street ,  Year Built: 2008,  Status: Open,  Structure Length: 43.59m (143.01ft),  Average Daily Traffic: 2,008 (year 2009),  Average Future Daily Traffic: 2,811 (year 2029),  Design Load: HS 20,  Features Intersected: JFKIA Term 5 Arrv,  Facility Carried by Structure: JFKIA Term 5 Dept
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 11,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.5 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 corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.58m (142.98ft),  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: $16,297,000,  Roadway Improvement Cost: $9,544,000,  Total Project Cost: $25,841,000 ( 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: 552502,  Location: Verrazano LPA Ramp (Lat: 40.602539,  Lng: -74.066761),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2013,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,183 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,345 (year 2040),  Design Load: HL 93,  Features Intersected: EB Lower Level,  Facility Carried by Structure: LPA to VMA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $1,030,000,  Total Project Cost: $2,788,000 ( 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: 552505,  Location: JFK BLDG 59 DEPART APPR (Lat: 40.647531,  Lng: -73.781556),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 513 (year 1987),  Average Future Daily Traffic: 718 (year 2007),  Features Intersected: Terminal 7 Recirculation,  Facility Carried by Structure: BLDG 59 DEPT RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,717,000,  Roadway Improvement Cost: $2,177,000,  Total Project Cost: $5,894,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55251,  Location: West of JFK (Lat: 40.660561,  Lng: -73.805814),  Route carried "on" structure: Interstate 81,  Year Built: 1955,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 17,933 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 23,589 (year 2040),  Features Intersected: JFK-JB1
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 3.025,  Lanes on structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 74.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.09m (6.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,669,000,  Roadway Improvement Cost: $6,248,000,  Total Project Cost: $16,917,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552511,  Location: Northwest of JFK (Lat: 40.663794,  Lng: -73.797519),  Route carried "on" structure: ServiceCity street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.93m (6.33ft),  Truck Traffic: 4%,  Features Intersected: JFK-JB2,  Facility Carried by Structure: Cargo Service Road
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 1.158,  Lanes on structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 74.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,374,000,  Roadway Improvement Cost: $4,318,000,  Total Project Cost: $11,692,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552512,  Location: Northwest of JFK (Lat: 40.664553,  Lng: -73.795322),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 2.09m (6.86ft),  Truck Traffic: 4%,  Features Intersected: JFK-JB2,  Facility Carried by Structure: Cargo Service Road
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 74.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.09m (6.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,002,000,  Roadway Improvement Cost: $4,686,000,  Total Project Cost: $12,688,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552513,  Location: North End of JFK (Lat: 40.650472,  Lng: -73.759764),  Route carried "on" structure: ServiceOther road ,  Year Built: 1955,  Status: Open,  Structure Length: 2.06m (6.76ft),  Truck Traffic: 4%,  Features Intersected: JFK-JT1,  Facility Carried by Structure: Boundary Road
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $16,510,000,  Roadway Improvement Cost: $9,668,000,  Total Project Cost: $26,178,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552514,  Location: West of JFK (Lat: 40.660278,  Lng: -73.808567),  Route carried "on" structure: ServiceCity street ,  Year Built: 1955,  Status: Open,  Structure Length: 2.01m (6.59ft),  Truck Traffic: 4%,  Features Intersected: JFK-JB1,  Facility Carried by Structure: Bergen Road
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,129,000,  Roadway Improvement Cost: $3,004,000,  Total Project Cost: $8,133,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 552515,  Location: West of JFK (Lat: 40.660336,  Lng: -73.810700),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 8,229 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,147 (year 2040),  Features Intersected: JFK-JB1,  Facility Carried by Structure: 130th Place
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,353,000,  Roadway Improvement Cost: $3,720,000,  Total Project Cost: $10,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5525151,  Location: AT LA GUARDIA AIRPORT (Lat: 40.773006,  Lng: -73.872128),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 14.60m (47.90ft),  Design Load: HL 93,  Features Intersected: ROADWAY FROM TERMINAL B,,  Facility Carried by Structure: ROADWAY FROM TERMI
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 95.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 14.59m (47.87ft),  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: $6,193,000,  Roadway Improvement Cost: $3,626,000,  Total Project Cost: $9,819,000 ( 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: 5525152,  Location: At LA GUARDIA AIRPORT (Lat: 40.773000,  Lng: -73.872067),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 14.26m (46.78ft),  Design Load: HL 93,  Features Intersected: ROADWAY FROM TERMINAL B,,  Facility Carried by Structure: ROADWAY FROM TERMI
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 94.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.26m (46.78ft),  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: $5,996,000,  Roadway Improvement Cost: $3,511,000,  Total Project Cost: $9,507,000 ( 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: 552516,  Location: South of JFK (Lat: 40.646342,  Lng: -73.801131),  Route carried "on" structure: US 678,  Year Built: 1955,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 85,319 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 109,020 (year 2040),  Features Intersected: JFK-JJ1
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 1.271,  Lanes on structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $6,277,000,  Roadway Improvement Cost: $3,676,000,  Total Project Cost: $9,953,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5525163,  Location: AT LA GUARDIA AIRPORT (Lat: 40.772694,  Lng: -73.870144),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 28.68m (94.09ft),  Design Load: HL 93,  Features Intersected: TERMINAL B DEPARTURES FR,  Facility Carried by Structure: TERMINAL B ARRIVAL
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 6.4m (21.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 94.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.68m (94.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $33,700,000,  Roadway Improvement Cost: $19,735,000,  Total Project Cost: $53,434,000 ( 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: 5525164,  Location: AT LA GUARDIA AIRPORT (Lat: 40.772664,  Lng: -73.870158),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Open,  Structure Length: 28.50m (93.50ft),  Design Load: HL 93,  Features Intersected: TERMINAL B HOV & ARRIVAL,  Facility Carried by Structure: TERMINAL B DEPARTU
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 6.4m (21.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 94.5 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 28.49m (93.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $34,772,000,  Roadway Improvement Cost: $20,362,000,  Total Project Cost: $55,134,000 ( 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: 552518,  Location: AT LAGUARDIA AIRPORT (Lat: 40.770936,  Lng: -73.871711),  Route carried "on" structure: Ramp Other road ,  Year Built: 2018,  Status: Open,  Structure Length: 25.97m (85.20ft),  Average Daily Traffic: 3,756 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,631 (year 2040),  Design Load: HL 93,  Features Intersected: GCP WESTBOUND, CD ROADWA,  Facility Carried by Structure: GCP EASTBOUND FLYO
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 99.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.96m (85.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,697,000,  Roadway Improvement Cost: $7,435,000,  Total Project Cost: $20,132,000 ( 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: 552518A,  Location: AT LAGUARDIA AIRPORT (Lat: 40.771464,  Lng: -73.869703),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 16.15m (52.99ft),  Design Load: HL 93,  Features Intersected: CD ROADWAY, G9W ROADWAY,,  Facility Carried by Structure: 94TH STREET TO DEL
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.15m (52.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $7,277,000,  Roadway Improvement Cost: $4,262,000,  Total Project Cost: $11,539,000 ( 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: 552519,  Location: Howland Hook Terminal (Lat: 40.633875,  Lng: -74.182586),  Route carried "on" structure: Business Other road ,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,160 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,170 (year 2040),  Features Intersected: Tidal Creek,  Facility Carried by Structure: Western Avenue
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,870,000,  Roadway Improvement Cost: $1,095,000,  Total Project Cost: $2,965,000 ( 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: 5525191,  Location: AT LA GUARDIA AIRPORT (Lat: 40.770697,  Lng: -73.867194),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 29.57m (97.01ft),  Design Load: HL 93,  Features Intersected: DELTA GROUND TO 102ND ST,  Facility Carried by Structure: ROADWAY TO TERMINA
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.5 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 29.56m (96.98ft),  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: $16,570,000,  Roadway Improvement Cost: $9,704,000,  Total Project Cost: $26,274,000 ( 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: 5525192,  Location: AT LA GUARDIA AIRPORT (Lat: 40.770789,  Lng: -73.867150),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 29.99m (98.39ft),  Design Load: HL 93,  Features Intersected: DELTA GROUND TO 102ND ST,  Facility Carried by Structure: ROADWAY TO TERMINA
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.5 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: Superior to present desirable criteria,  Length Of Structure Improvement: 29.99m (98.39ft),  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: $12,722,000,  Roadway Improvement Cost: $7,450,000,  Total Project Cost: $20,172,000 ( 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: 552522A,  Location: AT LA GUARDIA AIRPORT (Lat: 40.768272,  Lng: -73.864594),  Route carried "on" structure: Ramp Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 39.87m (130.81ft),  Design Load: HL 93,  Features Intersected: GED ROADWAY, PARKING LOT,  Facility Carried by Structure: GCP WESTBOUND TO D
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.5 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 39.86m (130.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $12,340,000,  Roadway Improvement Cost: $7,226,000,  Total Project Cost: $19,566,000 ( 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: 552522B,  Location: AT LA GUARDIA AIRPORT (Lat: 40.769119,  Lng: -73.865303),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Open,  Structure Length: 9.54m (31.30ft),  Design Load: HL 93,  Features Intersected: PARKING LOT, TAXI ROADWA,  Facility Carried by Structure: ROADWAY TO TERMINA
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 87.1 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: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,061,000,  Roadway Improvement Cost: $2,964,000,  Total Project Cost: $8,024,000 ( 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: 552524,  Location: AT LA GUARDIA AIRPORT (Lat: 40.772728,  Lng: -73.874103),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 23.71m (77.79ft),  Design Load: HL 93,  Features Intersected: 94TH STREET,  Facility Carried by Structure: ROADWAY FROM TERMI
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 91.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.71m (77.79ft),  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: $9,197,000,  Roadway Improvement Cost: $5,386,000,  Total Project Cost: $14,583,000 ( 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: 552524A,  Location: AT LA GUARDIA AIRPORT (Lat: 40.771858,  Lng: -73.877289),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 2.50m (8.20ft),  Design Load: HL 93,  Features Intersected: CD ROAD,  Facility Carried by Structure: CTB TO 94TH STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 90.2 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,908,000,  Roadway Improvement Cost: $1,117,000,  Total Project Cost: $3,025,000 ( 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: 552525,  Location: AT LA GUARDIA AIRPORT (Lat: 40.772208,  Lng: -73.868736),  Route carried "on" structure: ServiceOther road ,  Year Built: 2020,  Status: Open,  Structure Length: 12.59m (41.31ft),  Design Load: HL 93,  Features Intersected: ROADWAY TO TERMINAL B DE,  Facility Carried by Structure: TAXI ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.58m (41.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,579,000,  Roadway Improvement Cost: $2,096,000,  Total Project Cost: $5,675,000 ( 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: 552526,  Location: AT LA GUARDIA AIRPORT (Lat: 40.770189,  Lng: -73.865053),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Open,  Structure Length: 21.40m (70.21ft),  Design Load: HL 93,  Features Intersected: L15A, DELTA ROADWAYS & D,  Facility Carried by Structure: ROADWAY TO TERMINA
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.39m (70.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $15,248,000,  Roadway Improvement Cost: $8,929,000,  Total Project Cost: $24,177,000 ( 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: 552528,  Location: AT LAGUARDIA AIRPORT (Lat: 40.768911,  Lng: -73.864147),  Route carried "on" structure: Ramp Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 12.19m (39.99ft),  Design Load: HL 93,  Features Intersected: DFG ROADWAY, ROADWAY FRO,  Facility Carried by Structure: ROADWAY FROM TERMI
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 76.5 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 552529,  Location: AT LAGUARDIA AIRPORT (Lat: 40.767575,  Lng: -73.863744),  Route carried "on" structure: Ramp Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 34.96m (114.70ft),  Design Load: HL 93,  Features Intersected: ARRIVAL ROADWAY,  Facility Carried by Structure: ROADWAY TO TERMINA
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 34.96m (114.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $16,409,000,  Roadway Improvement Cost: $9,609,000,  Total Project Cost: $26,018,000 ( 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: 5525291,  Location: AT LAGUARDIA AIRPORT (Lat: 40.767717,  Lng: -73.862186),  Route carried "on" structure: Ramp Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 22.40m (73.49ft),  Design Load: HL 93,  Features Intersected: TERMINAL C ARRIVALS SOUT,  Facility Carried by Structure: TERMINAL C DEPARTU
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 82.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 5525292,  Location: AT LAGUARDIA AIRPORT (Lat: 40.767817,  Lng: -73.862203),  Route carried "on" structure: Ramp Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 18.32m (60.10ft),  Design Load: HL 93,  Features Intersected: TERMINAL C ARRIVALS NORT,  Facility Carried by Structure: TERMINAL C DEPARTU
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 7.6m (24.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 770232,  Location: N END OF RIVERDALE PARK (Lat: 40.903842,  Lng: -73.914014),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Truck Traffic: 10%,  Design Load: Pedestrian,  Features Intersected: METRO NO COMMUTER,  Facility Carried by Structure: WEST 254TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $1,776,000,  Roadway Improvement Cost: $1,040,000,  Total Project Cost: $2,816,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055009,  Location: 0.9 MI W JCT I278 & I495 (Lat: 40.731958,  Lng: -73.919067),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2021),  Features Intersected: RTE I495, 58TH STREET, 4
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 3.218,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1055009,  Location: 0.9 MI W JCT I278 & I495 (Lat: 40.731958,  Lng: -73.919067),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Features Intersected: RTE I495, 58TH STREET, 4,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)