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

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Structure Number: 552244,  Location: IN WEST MANHATTAN (Lat: 40.758283,  Lng: -73.997703),  Route carried "on" structure: Other road ,  Year Built: 1942,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 70,800 (year 1994),  Truck Traffic: 9%,  Average Future Daily Traffic: 99,120 (year 2014),  Features Intersected: AMTRAK W SIDE CON,  Facility Carried by Structure: GALVIN PLAZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $12,139,000,  Roadway Improvement Cost: $7,109,000,  Total Project Cost: $19,248,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552246,  Location: IN WEST MANHATTAN (Lat: 40.757142,  Lng: -73.995178),  Route carried "on" structure: Ramp Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 700 (year 2029),  Features Intersected: DYER AVE,  Facility Carried by Structure: BUS RAMP E96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  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: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,858,000,  Roadway Improvement Cost: $1,088,000,  Total Project Cost: $2,947,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552247,  Location: JFK INT AIRPORT (Lat: 40.647206,  Lng: -73.786108),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 10,000 (year 1992),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,000 (year 2012),  Design Load: HS 20,  Features Intersected: RAMP BVO,  Facility Carried by Structure: IABJO OVERPASS
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: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  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: 96.2 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: 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: 14.05m (46.10ft),  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: $4,726,000,  Roadway Improvement Cost: $2,767,000,  Total Project Cost: $7,493,000 ( 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: 552249,  Location: NORTHERN MANHATTAN (Lat: 40.844064,  Lng: -73.943903),  Route carried "on" structure: Ramp Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 31,322 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,023 (year 2040),  Features Intersected: HR16, RIVERSIDE DRIVE, H,  Facility Carried by Structure: HR17WB FROM 907V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $6,032,000,  Roadway Improvement Cost: $3,532,000,  Total Project Cost: $9,564,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5522507,  Location: 95I OVER HUDSON RIVER LL (Lat: 40.851747,  Lng: -73.951992),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Status: Open,  Structure Length: 151.97m (498.59ft),  Average Daily Traffic: 268,692 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 376,169 (year 2034),  Features Intersected: RTE 9A, HUDSON RIVER
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 64.9m (212.9ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 1066.8m (3,500.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 151.97m (498.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $491,044,000,  Roadway Improvement Cost: $287,555,000,  Total Project Cost: $778,599,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5522508,  Location: I95 OVER HUDSON RIVER- UL (Lat: 40.849753,  Lng: -73.943214),  Route carried "on" structure: Interstate 95,  Year Built: 1931,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 158.13m (518.80ft),  Average Daily Traffic: 253,046 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 323,342 (year 2040),  Features Intersected: 95I 95I04011007, HUDSON
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 64.9m (212.9ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 18,  Length of Maximum Span: 999.9m (3,280.5ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 158.13m (518.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552250A,  Location: I95 OVER HUDSON RIVER (Lat: 40.850064,  Lng: -73.941042),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 20.15m (66.11ft),  Truck Traffic: 11%,  Features Intersected: UNDER HHP & RVRSD DRIVE,
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.14m (66.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $22,307,000,  Roadway Improvement Cost: $13,063,000,  Total Project Cost: $35,370,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250B,  Location: I95 OVER HUDSON RIVER (Lat: 40.849644,  Lng: -73.942936),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 112,098 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,937 (year 2025),  Features Intersected: HHP & RVRSD DRIVE, RAMP
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.84m (68.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $22,911,000,  Roadway Improvement Cost: $13,417,000,  Total Project Cost: $36,328,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552250C,  Location: 95I OVER HUDSON RIVER (Lat: 40.849706,  Lng: -73.941806),  Route carried "on" structure: Ramp US ,  Year Built: 1931,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 38.10m (125.00ft),  Truck Traffic: 11%,  Features Intersected: HENRY HUD PKWY NB, RAMP,  Facility Carried by Structure: RAMP 179
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 50,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $21,153,000,  Roadway Improvement Cost: $12,387,000,  Total Project Cost: $33,541,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250D,  Location: 95I OVER HUDSON RIVER (Lat: 40.850097,  Lng: -73.941244),  Route carried "on" structure: Ramp Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 12,475 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,940 (year 2040),  Features Intersected: HR3 FRM RIVRSD DR,  Facility Carried by Structure: HR1 FRM RIVRSD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 14.96m (49.08ft),  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: $7,658,000,  Roadway Improvement Cost: $4,484,000,  Total Project Cost: $12,142,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250F,  Location: 95I OVER HUDSON RIVER (Lat: 40.849103,  Lng: -73.939003),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.89m (39.01ft),  Truck Traffic: 10%,  Features Intersected: RTE 95IX,  Facility Carried by Structure: WEST BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 3,  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: 12,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.88m (38.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $3,679,000,  Roadway Improvement Cost: $2,155,000,  Total Project Cost: $5,834,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250G,  Location: 95I OVER HUDSON RIVER (Lat: 40.849047,  Lng: -73.940856),  Route carried "on" structure: Ramp US 9,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 36.70m (120.41ft),  Truck Traffic: 7%,  Features Intersected: RAMP LX2
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 36.69m (120.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $22,253,000,  Roadway Improvement Cost: $13,031,000,  Total Project Cost: $35,284,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250H,  Location: I95 OVER HUDSON RIVER (Lat: 40.848808,  Lng: -73.941608),  Route carried "on" structure: Ramp Other road 9,  Year Built: 1960,  Status: Open,  Structure Length: 26.67m (87.50ft),  Truck Traffic: 11%,  Features Intersected: HR8, HR11, HR6, HR7, HR9
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 26.67m (87.50ft),  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: $11,310,000,  Roadway Improvement Cost: $6,623,000,  Total Project Cost: $17,933,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552250I,  Location: 95I OVER HUDSON RIVER (Lat: 40.848792,  Lng: -73.939125),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 24,480 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,280 (year 2040),  Features Intersected: I 95 EASTBOUND UL,  Facility Carried by Structure: EAST BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Lanes under structure: 3,  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: 12,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: $3,902,000,  Roadway Improvement Cost: $2,285,000,  Total Project Cost: $6,187,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552250J,  Location: HENRY HUDSON PARKWAY (Lat: 40.849919,  Lng: -73.943094),  Route carried "on" structure: Interstate 9,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 13.29m (43.60ft),  Truck Traffic: 7%,  Features Intersected: HHP, RVRSD DRIVE, RAMP H
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.788,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $30,402,000,  Roadway Improvement Cost: $17,803,000,  Total Project Cost: $48,205,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552250K,  Location: HENRY HUDSON PARKWAY (Lat: 40.849975,  Lng: -73.942750),  Route carried "on" structure: Interstate ,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 18.96m (62.20ft),  Truck Traffic: 5%,  Features Intersected: HHP, RVRSD DRIVE, HR 9 R,  Facility Carried by Structure: I 95 RAMP UX
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: Local Toll Authority,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.95m (62.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $17,271,000,  Roadway Improvement Cost: $10,114,000,  Total Project Cost: $27,385,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552251,  Location: SE JCT 95I & RTE 9A (Lat: 40.849067,  Lng: -73.941381),  Route carried "on" structure: Ramp City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 11%,  Features Intersected: LOWER LEVEL,  Facility Carried by Structure: HR 6 AND HR 11
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.209,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,067,000,  Roadway Improvement Cost: $2,381,000,  Total Project Cost: $6,448,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552252,  Location: 500 FT S OF GEO WASH BR (Lat: 40.848303,  Lng: -73.942739),  Route carried "on" structure: Ramp Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 24,480 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,280 (year 2040),  Design Load: HS 20,  Features Intersected: Pedestrian Path, RAMP HR,  Facility Carried by Structure: RAMP HR 11
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 16.00m (52.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,331,000,  Roadway Improvement Cost: $4,293,000,  Total Project Cost: $11,624,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552253,  Location: 500 FT S OF GEO WASHTN BR (Lat: 40.848133,  Lng: -73.942878),  Route carried "on" structure: Ramp Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 14.69m (48.20ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: HR2 & 4, PEDESTRIAN WALK,  Facility Carried by Structure: HR7 WB FROM 907V
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.69m (48.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,667,000,  Roadway Improvement Cost: $3,904,000,  Total Project Cost: $10,572,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5522541,  Location: 800 FT SO OF GWB (Lat: 40.848489,  Lng: -73.942947),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 20.63m (67.68ft),  Average Daily Traffic: 6,536 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,351 (year 2040),  Design Load: H 20,  Features Intersected: HR 2, PEDESTRIAN WALKWY,  Facility Carried by Structure: HR 8
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.63m (67.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $9,932,000,  Roadway Improvement Cost: $5,816,000,  Total Project Cost: $15,748,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5522542,  Location: SOUTH BOUND RAMP FROM GWB (Lat: 40.845469,  Lng: -73.943753),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 28.71m (94.19ft),  Truck Traffic: 11%,  Design Load: H 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: HR10
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.71m (94.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $19,741,000,  Roadway Improvement Cost: $11,560,000,  Total Project Cost: $31,301,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552254A,  Location: 800 FT S OF GEO WASHTN BR (Lat: 40.846425,  Lng: -73.944506),  Route carried "on" structure: Ramp Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 24.87m (81.59ft),  Average Daily Traffic: 4,869 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,221 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907V, RTE 907V,  Facility Carried by Structure: HR12HP NB FRM GWB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.87m (81.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,203,000,  Roadway Improvement Cost: $5,975,000,  Total Project Cost: $16,178,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552254B,  Location: 800 FT S OF GEO WASHTN BR (Lat: 40.847950,  Lng: -73.943375),  Route carried "on" structure: Ramp Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 10,339 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,211 (year 2040),  Design Load: HS 20,  Features Intersected: HR8, HR9, HR11, HR7,  Facility Carried by Structure: HR2 & 4
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 19.17m (62.89ft),  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: $15,606,000,  Roadway Improvement Cost: $9,139,000,  Total Project Cost: $24,745,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 552255,  Location: 0.2 MI W OF 95I & RTE 9 (Lat: 40.849047,  Lng: -73.939025),  Route carried "on" structure: Ramp Other road 95,  Year Built: 1962,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 103,529 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,289 (year 2040),  Design Load: HS 20,  Features Intersected: FT WASHINGTON AVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.142,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 56.8m (186.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $23,303,000,  Roadway Improvement Cost: $13,646,000,  Total Project Cost: $36,949,000 ( 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: 5522569,  Location: 0.2 MI EAST JCT 95I & 9 (Lat: 40.848950,  Lng: -73.939067),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 6,541 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,946 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95, BUS ST,  Facility Carried by Structure: FT WASHINGTON AVE
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.577,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: Local Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $14,443,000,  Roadway Improvement Cost: $8,458,000,  Total Project Cost: $22,900,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552257,  Location: AT JCT US 9 & I95 (Lat: 40.848831,  Lng: -73.937178),  Route carried "on" structure: Ramp Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 3.73m (12.24ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: BROADWAY,  Facility Carried by Structure: NORTH BUS PRKG BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.73m (12.24ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $2,468,000,  Roadway Improvement Cost: $1,446,000,  Total Project Cost: $3,914,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552258,  Location: AT JCT US 9 & 95I (Lat: 40.848517,  Lng: -73.937539),  Route carried "on" structure: State lands road ,  Year Built: 1962,  Status: Open,  Structure Length: 3.77m (12.37ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: BROADWAY,  Facility Carried by Structure: SOUTH BUS PRKG BR
Minimum Vertical Clearance: 6.62m (21.72ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $1,022,000,  Total Project Cost: $2,767,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552259,  Location: US 9 OVER 95I (Lat: 40.848614,  Lng: -73.937428),  Route carried "on" structure: US 9,  Year Built: 1960,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 13,549 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,612 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95, NORTH
Minimum Vertical Clearance: 9.99m (32.78ft),  Kilometerpoint: 1.352,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,829,000,  Roadway Improvement Cost: $6,341,000,  Total Project Cost: $17,170,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55226,  Location: 0.10MI E OF 95I & US 9 (Lat: 40.848083,  Lng: -73.936233),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,026 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,890 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95,  Facility Carried by Structure: WADSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,614,000,  Roadway Improvement Cost: $4,459,000,  Total Project Cost: $12,072,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552261,  Location: 0.15MI E OF 95I & US 9 (Lat: 40.847603,  Lng: -73.934972),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,172 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,356 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95,  Facility Carried by Structure: ST NICHOLAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: Local Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $11,002,000,  Roadway Improvement Cost: $6,443,000,  Total Project Cost: $17,444,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552262,  Location: 0.25MI E OF 95I & US 9 (Lat: 40.847019,  Lng: -73.933572),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 6,544 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,949 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95,  Facility Carried by Structure: AUDUBON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,694,000,  Roadway Improvement Cost: $5,091,000,  Total Project Cost: $13,785,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552263,  Location: 0.35MI E OF 95I & US 9 (Lat: 40.846256,  Lng: -73.932225),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 15,274 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,345 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX WB, RTE I95,  Facility Carried by Structure: AMSTERDAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.606,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: Local Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 5.8m (19.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $14,598,000,  Roadway Improvement Cost: $8,549,000,  Total Project Cost: $23,147,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552264,  Location: JFK INT AIRPORT (Lat: 40.645572,  Lng: -73.787339),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 19.60m (64.30ft),  Average Daily Traffic: 3,743 (year 1992),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,240 (year 2012),  Design Load: HS 20,  Features Intersected: Local Road, JFK Expressw,  Facility Carried by Structure: AJO 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: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.59m (64.27ft),  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: $6,117,000,  Roadway Improvement Cost: $3,582,000,  Total Project Cost: $9,699,000 ( 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: 552265,  Location: JFK INT AIRPORT (Lat: 40.645117,  Lng: -73.786942),  Route carried "on" structure: Ramp City street 678,  Year Built: 1989,  Status: Open,  Structure Length: 20.39m (66.90ft),  Average Daily Traffic: 85,319 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 109,020 (year 2040),  Design Load: HS 20,  Features Intersected: Van Wyck Expressway Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.39m (66.90ft),  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: $16,028,000,  Roadway Improvement Cost: $9,386,000,  Total Project Cost: $25,414,000 ( 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: 552265A,  Location: JFK INT AIRPORT (Lat: 40.645325,  Lng: -73.786375),  Route carried "on" structure: Ramp City street ,  Year Built: 1989,  Status: Open,  Structure Length: 4.33m (14.21ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: JFK RELIEF,  Facility Carried by Structure: CTCWVO RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  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: $2,843,000,  Roadway Improvement Cost: $1,665,000,  Total Project Cost: $4,508,000 ( 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: 552265B,  Location: JFK INT AIRPORT (Lat: 40.645278,  Lng: -73.786169),  Route carried "on" structure: Ramp City street ,  Year Built: 1989,  Status: Open,  Structure Length: 4.45m (14.60ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: JFK RELIEF,  Facility Carried by Structure: IABVO RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 96.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  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: $2,127,000,  Roadway Improvement Cost: $1,246,000,  Total Project Cost: $3,373,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing