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

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Structure Number: 106779,  Location: 3.5MI W JCT I278+BELT PKY (Lat: 40.610508,  Lng: -74.097681),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 31,603 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,751 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278,  Facility Carried by Structure: CLOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Length Of Structure Improvement: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,023,000,  Roadway Improvement Cost: $4,698,000,  Total Project Cost: $12,722,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10678,  Location: 3.1 Mi W Jct I287 & Belt (Lat: 40.609161,  Lng: -74.090547),  Route carried "on" structure: Interstate 278,  Year Built: 2014,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 126,055 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 176,477 (year 2031),  Design Load: HL 93,  Features Intersected: RICHMOND RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 10.153,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 53.9m (176.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,589,000,  Roadway Improvement Cost: $6,201,000,  Total Project Cost: $16,791,000 ( 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: 106781,  Location: 3.0 Mi W Jct I278 & Belt (Lat: 40.608431,  Lng: -74.088853),  Route carried "on" structure: Interstate 278,  Year Built: 2014,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 126,055 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 176,477 (year 2031),  Design Load: HL 93,  Features Intersected: Targee St
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 10.330,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 53.9m (176.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $8,844,000,  Roadway Improvement Cost: $5,179,000,  Total Project Cost: $14,023,000 ( 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: 1067821,  Location: 2.7MI W JCT I278+BELT PKY (Lat: 40.606517,  Lng: -74.082692),  Route carried "on" structure: Interstate 278,  Year Built: 2019,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 74,557 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,268 (year 2040),  Design Load: HL 93,  Features Intersected: MOSEL AVE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 10.957,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,546,000,  Roadway Improvement Cost: $2,077,000,  Total Project Cost: $5,623,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1067822,  Location: 2.7MI W JCT I278&BELT PKY (Lat: 40.606303,  Lng: -74.082906),  Route carried "on" structure: Interstate 278,  Year Built: 2019,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 74,557 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,268 (year 2040),  Design Load: HS 20,  Features Intersected: Mosel Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.925,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,581,000,  Roadway Improvement Cost: $5,611,000,  Total Project Cost: $15,192,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1067823,  Location: 2.7M W JCT I278 & BELT PK (Lat: 40.606419,  Lng: -74.082778),  Route carried "on" structure: Interstate 278,  Year Built: 2005,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 126,055 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 176,477 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: MOSEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.925,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,552,000,  Roadway Improvement Cost: $909,000,  Total Project Cost: $2,460,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106783,  Location: 2.4MI W JCT I278+BELT PKY (Lat: 40.606069,  Lng: -74.077811),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 9,198 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,241 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278,  Facility Carried by Structure: HYLAN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,195,000,  Roadway Improvement Cost: $3,627,000,  Total Project Cost: $9,822,000 ( 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: 106784,  Location: 2.3MI W JCT I278+BELT PKY (Lat: 40.605997,  Lng: -74.076575),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 13,648 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,712 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278,  Facility Carried by Structure: HYLAN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,442,000,  Roadway Improvement Cost: $3,772,000,  Total Project Cost: $10,214,000 ( 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: 106785,  Location: 1.8MI W JCT I278+BELT PKY (Lat: 40.603931,  Lng: -74.069189),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 3,363 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,085 (year 2040),  Design Load: HL 93,  Features Intersected: RTE I278, RTE I278,  Facility Carried by Structure: FINGERBOARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,785,000,  Roadway Improvement Cost: $3,388,000,  Total Project Cost: $9,172,000 ( 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: 106787,  Location: .6 MI SE JCT I278+27 (Lat: 40.660328,  Lng: -73.987308),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,147 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,822 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 27, RTE 27,  Facility Carried by Structure: 7Th AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $9,917,000,  Roadway Improvement Cost: $5,807,000,  Total Project Cost: $15,724,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1067909,  Location: .3 MI SE I78+I95 (Lat: 40.826717,  Lng: -73.831314),  Route carried "on" structure: Interstate 295,  Year Built: 1970,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 62,982 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 80,478 (year 2040),  Design Load: HS 20,  Features Intersected: LAFAYETTE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.956,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,544,000,  Roadway Improvement Cost: $6,175,000,  Total Project Cost: $16,719,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1067979,  Location: 2.7 MILES S JCT I87 & I95 (Lat: 40.807711,  Lng: -73.926847),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 98,677 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 126,089 (year 2040),  Design Load: HS 20,  Features Intersected: ALEXANDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $9,216,000,  Roadway Improvement Cost: $5,397,000,  Total Project Cost: $14,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068009,  Location: .3 MI NE JCT GCP & I295 (Lat: 40.728411,  Lng: -73.751894),  Route carried "on" structure: City street 907M,  Year Built: 1961,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 127,787 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 157,561 (year 2040),  Design Load: HS 20,  Features Intersected: BELL BLVD N/B, BELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.520,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $9,960,000,  Roadway Improvement Cost: $5,832,000,  Total Project Cost: $15,792,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10689,  Location: 1.7 MI N JCT PIP+RTE 210 (Lat: 41.253214,  Lng: -74.043931),  Route carried "on" structure: Other road 987C,  Year Built: 1951,  Status: Open,  Structure Length: 0.73m (2.40ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: STILLWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.376,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $239,000 ( Estimate for 2021)

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Structure Number: 1069711,  Location: 1.5 MI S FRESH KILLS &WSE (Lat: 40.557342,  Lng: -74.205158),  Route carried "on" structure: Interstate 440,  Year Built: 1977,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 50,049 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,710 (year 2040),  Design Load: HS 20,  Features Intersected: ARTHUR KILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.420,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,603,000,  Roadway Improvement Cost: $2,696,000,  Total Project Cost: $7,299,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069712,  Location: 1.5 MI S FRESH KILLS &WSE (Lat: 40.557214,  Lng: -74.204897),  Route carried "on" structure: City street 440,  Year Built: 1977,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 50,049 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,710 (year 2040),  Design Load: HS 20,  Features Intersected: ARTHUR KILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.420,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,160,000,  Roadway Improvement Cost: $2,436,000,  Total Project Cost: $6,596,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 106972,  Location: 1 MI S FRESH KILLS & WSE (Lat: 40.560589,  Lng: -74.199556),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 8,663 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,999 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 440, RTE 440,  Facility Carried by Structure: ARDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $7,464,000,  Roadway Improvement Cost: $4,371,000,  Total Project Cost: $11,835,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069731,  Location: AT FRESH KILLS & WSE (Lat: 40.576347,  Lng: -74.190561),  Route carried "on" structure: State highway 440,  Year Built: 1977,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 50,049 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,710 (year 2040),  Design Load: HS 20,  Features Intersected: FRESH KILLS, NORTH ACCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $14,458,000,  Roadway Improvement Cost: $8,467,000,  Total Project Cost: $22,925,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1069732,  Location: AT FRESH KILLS & WSE (Lat: 40.576386,  Lng: -74.190208),  Route carried "on" structure: State highway 440,  Year Built: 1956,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 50,049 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,710 (year 2040),  Design Load: HS 20,  Features Intersected: FRESH KILLS(E BR), NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.53m (60.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $13,299,000,  Roadway Improvement Cost: $7,788,000,  Total Project Cost: $21,087,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1072009,  Location: 0.7 MI S JCT I295 & I495 (Lat: 40.735403,  Lng: -73.767464),  Route carried "on" structure: Interstate 295,  Year Built: 1961,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 61,483 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,562 (year 2040),  Design Load: HS 20,  Features Intersected: MOTOR PKWY (PED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $9,057,000,  Roadway Improvement Cost: $5,304,000,  Total Project Cost: $14,361,000 ( Estimate for 2021)

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Structure Number: 107201,  Location: JCT OF GCP & BQE EAST LEG (Lat: 40.765936,  Lng: -73.893442),  Route carried "on" structure: Spur City street ,  Year Built: 1942,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 32,287 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,438 (year 2040),  Features Intersected: RTE I278,  Facility Carried by Structure: ASTORIA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  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: $4,336,000,  Roadway Improvement Cost: $2,539,000,  Total Project Cost: $6,875,000 ( 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: 107202,  Location: IN BAY RIDGE (Lat: 40.636686,  Lng: -74.018917),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 8,738 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,779 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, NY & ATLANTIC,  Facility Carried by Structure: 65TH STREET
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 4.972,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  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: $2,439,000,  Roadway Improvement Cost: $1,428,000,  Total Project Cost: $3,868,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10721,  Location: JCT OF RTS I-278 & I-440 (Lat: 40.621758,  Lng: -74.177353),  Route carried "on" structure: ServiceCity street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,651 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,668 (year 2040),  Design Load: HS 20,  Features Intersected: OLD PLACE CREEK,  Facility Carried by Structure: WSE WEST SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $707,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,120,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107211,  Location: JCT OF RTS I-278 & I-440 (Lat: 40.621717,  Lng: -74.176500),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,106 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,524 (year 2040),  Design Load: HS 20,  Features Intersected: OLD PLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $725,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107212,  Location: JCT OF RTS I-278 & I-440 (Lat: 40.621703,  Lng: -74.175164),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,295 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,765 (year 2040),  Design Load: HS 20,  Features Intersected: OLD PLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $890,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107213,  Location: 0.5 MI S OF FRESH KILLS (Lat: 40.556806,  Lng: -74.203675),  Route carried "on" structure: ServiceCity street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 11,451 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,119 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: WSE-EAST SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $431,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107214,  Location: 0.5 MI S OF FRESH KILLS (Lat: 40.558194,  Lng: -74.206144),  Route carried "on" structure: ServiceCity street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.58m (1.90ft),  Average Daily Traffic: 7,588 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,889 (year 2040),  Design Load: HS 20,  Features Intersected: CRK AT STA 181+73,  Facility Carried by Structure: WSE-WEST SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $807,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107301,  Location: INTER NASSAU EX.+ 150THST (Lat: 40.664350,  Lng: -73.791183),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 11,556 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,610 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I878, RTE I878, TO N,  Facility Carried by Structure: 150TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.41m (63.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $18,870,000,  Roadway Improvement Cost: $11,051,000,  Total Project Cost: $29,921,000 ( 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: 107302,  Location: .5 MI E JCT I687 & S.H.27 (Lat: 40.666136,  Lng: -73.792936),  Route carried "on" structure: Interstate 878,  Year Built: 1988,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 16,500 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,100 (year 2028),  Design Load: HS 20,  Features Intersected: SO CONDUIT AVENUE, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,189,000,  Roadway Improvement Cost: $5,967,000,  Total Project Cost: $16,156,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107303,  Location: JCT JFK EXPWY & 150TH AVE (Lat: 40.661353,  Lng: -73.791394),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.35m (7.71ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: 150TH AVENUE,  Facility Carried by Structure: JFK EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,016,000,  Roadway Improvement Cost: $3,523,000,  Total Project Cost: $9,538,000 ( 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: 107304,  Location: JCT NASSAU + JFK EXPRWYS (Lat: 40.664186,  Lng: -73.789953),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 53,707 (year 1993),  Truck Traffic: 10%,  Average Future Daily Traffic: 75,190 (year 2013),  Design Load: HS 20,  Features Intersected: NASSAU EXPRESSWAY,  Facility Carried by Structure: JFK EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,140,000,  Roadway Improvement Cost: $5,352,000,  Total Project Cost: $14,492,000 ( 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: 107305,  Location: JCT.NASSAU + JFK EXPRWYS (Lat: 40.662717,  Lng: -73.789683),  Route carried "on" structure: Ramp Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: FROM NASSAU EXPWY,  Facility Carried by Structure: FROM JFK EXPRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,476,000,  Roadway Improvement Cost: $1,450,000,  Total Project Cost: $3,926,000 ( 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: 107306,  Location: JCT.NASSAU + JFK EXPRWYS (Lat: 40.663092,  Lng: -73.788467),  Route carried "on" structure: Ramp Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 3.54m (11.61ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: FROM NASSAU EXPWY,  Facility Carried by Structure: FROM JFK EXPRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 69.9 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: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,082,000,  Roadway Improvement Cost: $2,391,000,  Total Project Cost: $6,473,000 ( 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: 107307,  Location: JCT.NASSAU + JFK EXPRWYS (Lat: 40.663850,  Lng: -73.787514),  Route carried "on" structure: Ramp Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,000 (year 2029),  Design Load: HS 20,  Features Intersected: NASSAU EP EB,  Facility Carried by Structure: FROM JFK EXPRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 95.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,366,000,  Roadway Improvement Cost: $1,386,000,  Total Project Cost: $3,752,000 ( 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: 1073081,  Location: 0.7 MI E I678 & BELT PKWY (Lat: 40.665244,  Lng: -73.789019),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 30.27m (99.31ft),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: RTE 907D, RTE 907D, SO.,  Facility Carried by Structure: JFK EXPRESSWAY SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.26m (99.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $21,073,000,  Roadway Improvement Cost: $12,341,000,  Total Project Cost: $33,414,000 ( 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: 1073082,  Location: 0.7 MI E I678 & BELT PKWY (Lat: 40.665250,  Lng: -73.788867),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 25.36m (83.20ft),  Average Daily Traffic: 1,247 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,746 (year 2031),  Design Load: HS 20,  Features Intersected: NASSAU TO W. BEL, SO.CON,  Facility Carried by Structure: JFK EXPRESSWAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 25.35m (83.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $13,387,000,  Roadway Improvement Cost: $7,839,000,  Total Project Cost: $21,226,000 ( 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: 107401,  Location: HAMILTON AVE.RAMP 278IX (Lat: 40.679525,  Lng: -74.003958),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1989,  Status: Open,  Structure Length: 14.02m (46.00ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: GOWANUS EXPWY. EB, GOWAN
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present 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: 14.02m (46.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $6,298,000,  Roadway Improvement Cost: $3,688,000,  Total Project Cost: $9,985,000 ( 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: 107503,  Location: 4.1 MI N I95+BX RIVER PKY (Lat: 40.893236,  Lng: -73.862611),  Route carried "on" structure: Ramp State highway 907H,  Year Built: 1950,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,023,000,  Roadway Improvement Cost: $3,527,000,  Total Project Cost: $9,550,000 ( Estimate for 2021)