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

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Structure Number: 1076049,  Location: JCT G C PKWY & I678 (Lat: 40.715444,  Lng: -73.825858),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 22,479 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,584 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, RAMP,  Facility Carried by Structure: UNION TURNPIKE EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.427,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,091,000,  Roadway Improvement Cost: $5,324,000,  Total Project Cost: $14,415,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1076089,  Location: JCT I678 & SH 25 (Lat: 40.709428,  Lng: -73.819389),  Route carried "on" structure: City street 25,  Year Built: 1953,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,665 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,715 (year 2040),  Design Load: HS 20,  Features Intersected: 678I NB Ramp, 678I678IX5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.502,  Lanes on structure: 7,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Inventory Rating: 61.7 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $13,415,000,  Roadway Improvement Cost: $7,856,000,  Total Project Cost: $21,271,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107609,  Location: JCT GCP+I678 (Lat: 40.717492,  Lng: -73.826864),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2020,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 3,695 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,721 (year 2040),  Design Load: HL 93,  Features Intersected: MTA Access Road, 907M907,  Facility Carried by Structure: 678I678IX5MR09C1
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 107611,  Location: JCT I95+I878+I78 (Lat: 40.828492,  Lng: -73.835933),  Route carried "on" structure: ServiceCity street ,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 5,115 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,139 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, 908A NB TO 95I,  Facility Carried by Structure: BE NB SERVICE RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,863,000,  Roadway Improvement Cost: $2,262,000,  Total Project Cost: $6,125,000 ( 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: 107613,  Location: JCT I95+I878+I78 (Lat: 40.828514,  Lng: -73.843953),  Route carried "on" structure: ServiceCity street ,  Year Built: 1951,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 7,653 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,688 (year 2040),  Design Load: HS 20,  Features Intersected: 278I278IX1M54046, RTE I2,  Facility Carried by Structure: BE SERVICE RD SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.94m (22.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,849,000,  Roadway Improvement Cost: $4,011,000,  Total Project Cost: $10,860,000 ( 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: 107614,  Location: JCT I95+I878+I78 (Lat: 40.828425,  Lng: -73.845331),  Route carried "on" structure: ServiceCity street ,  Year Built: 1951,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 7,653 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,688 (year 2040),  Design Load: HS 20,  Features Intersected: CBE SERVICE RD EB,  Facility Carried by Structure: BE SERVICE RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,981,000,  Roadway Improvement Cost: $2,917,000,  Total Project Cost: $7,899,000 ( 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: 107615,  Location: JCT I95+I878+I78 (Lat: 40.827647,  Lng: -73.843742),  Route carried "on" structure: ServiceCity street ,  Year Built: 1951,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.68m (21.92ft),  Truck Traffic: 13%,  Design Load: HS 20,  Features Intersected: ZEREGA AVENUE,  Facility Carried by Structure: I95 SERVICE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,166,000,  Roadway Improvement Cost: $3,611,000,  Total Project Cost: $9,776,000 ( 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: 107616,  Location: 3.9 MI N I87+I95 (Lat: 40.890289,  Lng: -73.887914),  Route carried "on" structure: Ramp Interstate 908F,  Year Built: 1952,  Status: Open,  Structure Length: 1.00m (3.28ft),  Design Load: HS 20,  Features Intersected: GOLFERS PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,097,000,  Roadway Improvement Cost: $643,000,  Total Project Cost: $1,740,000 ( Estimate for 2021)

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Structure Number: 107617,  Location: 3.2 MI N JCT I87 & I95 (Lat: 40.886075,  Lng: -73.897247),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 22,724 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,830 (year 2040),  Design Load: HS 20,  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: VAN CORTLAND PK S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 6.0m (19.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  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: $4,040,000,  Roadway Improvement Cost: $2,366,000,  Total Project Cost: $6,406,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076189,  Location: .7 MI SE JCT I278 & I495 (Lat: 40.729964,  Lng: -73.911750),  Route carried "on" structure: ServiceInterstate 495,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.27m (17.29ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: RTE I495, 58TH ST
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 17.506,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  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: $7,648,000,  Roadway Improvement Cost: $4,479,000,  Total Project Cost: $12,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1076199,  Location: .5MI SE JCT I278+I495 (Lat: 40.730881,  Lng: -73.915761),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1955,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 158,270 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 221,578 (year 2025),  Features Intersected: RTE I495, CEMETERY UNDER
Minimum Vertical Clearance: 12.99m (42.62ft),  Kilometerpoint: 4.151,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,534,000,  Roadway Improvement Cost: $1,484,000,  Total Project Cost: $4,019,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076209,  Location: JCT I278 & I495 (Lat: 40.733653,  Lng: -73.921322),  Route carried "on" structure: Interstate 495,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 90,234 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 111,258 (year 2040),  Design Load: HS 20,  Features Intersected: BQE NB TO LIE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.556,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.1m (121.7ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,340,000,  Roadway Improvement Cost: $6,055,000,  Total Project Cost: $16,395,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107621,  Location: JCT I278+I495 (Lat: 40.733267,  Lng: -73.921464),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1969,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 20,023 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,585 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,480,000,  Roadway Improvement Cost: $867,000,  Total Project Cost: $2,346,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107622,  Location: JCT I278 & I495 (Lat: 40.734439,  Lng: -73.921617),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1969,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 4,108 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,249 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I495,  Facility Carried by Structure: LIE WB SERVC ROAD
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 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: 59.0 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: 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: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $3,855,000,  Roadway Improvement Cost: $2,258,000,  Total Project Cost: $6,113,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1076239,  Location: JCT I278+I495 (Lat: 40.734506,  Lng: -73.922700),  Route carried "on" structure: Interstate 495,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 69,427 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 88,713 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I495
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 3.427,  Lanes on structure: 9,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.4m (198.2ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 57.3m (188.0ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $17,084,000,  Roadway Improvement Cost: $10,005,000,  Total Project Cost: $27,089,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1076249,  Location: JCT I278+I495 (Lat: 40.735453,  Lng: -73.923103),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,991 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,377 (year 2040),  Design Load: HS 20,  Features Intersected: 43RD ST TO BQE WB
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,864,000,  Roadway Improvement Cost: $3,434,000,  Total Project Cost: $9,298,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 107625,  Location: JCT I278 & I495 (Lat: 40.736106,  Lng: -73.925489),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 28.25m (92.68ft),  Average Daily Traffic: 16,049 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,788 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO LIE WB, 43 ST T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 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: Better than present minimum criteria,  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: 28.25m (92.68ft),  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: $9,761,000,  Roadway Improvement Cost: $5,716,000,  Total Project Cost: $15,477,000 ( 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: 1076269,  Location: JCT I278 & I495 (Lat: 40.735000,  Lng: -73.923247),  Route carried "on" structure: Interstate 495,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 69,427 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 88,713 (year 2040),  Design Load: HS 20,  Features Intersected: 43RD ST TO BQE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 49.9m (163.7ft),  Out-to-Out Width: 55.7m (182.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,826,000,  Roadway Improvement Cost: $5,754,000,  Total Project Cost: $15,580,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107627,  Location: JCT I95 & I895 (Lat: 40.837572,  Lng: -73.882039),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1951,  Status: Open,  Structure Length: 5.55m (18.21ft),  Truck Traffic: 17%,  Design Load: HS 20,  Features Intersected: WEST FARMS ROAD SB, WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,192,000,  Roadway Improvement Cost: $3,626,000,  Total Project Cost: $9,818,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076299,  Location: .7 MI N I87+MOSHOLU PKWY (Lat: 40.900139,  Lng: -73.886200),  Route carried "on" structure: City street 908F,  Year Built: 1939,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 46,724 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,610 (year 2040),  Features Intersected: GOLFERS UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.795,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 11.9m (39.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,580,000,  Roadway Improvement Cost: $1,511,000,  Total Project Cost: $4,090,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1076311,  Location: JCT GCP+I295 (Lat: 40.726356,  Lng: -73.756994),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.11m (26.61ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $3,998,000,  Roadway Improvement Cost: $2,341,000,  Total Project Cost: $6,340,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076312,  Location: JCT GCP+I78 (Lat: 40.726131,  Lng: -73.756472),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1963,  Status: Open,  Structure Length: 8.11m (26.61ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $4,492,000,  Roadway Improvement Cost: $2,630,000,  Total Project Cost: $7,122,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076321,  Location: JCT GCP+I78 (Lat: 40.725992,  Lng: -73.756886),  Route carried "on" structure: Ramp City street 907M,  Year Built: 1963,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 3,330 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,255 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.74m (28.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $4,071,000,  Roadway Improvement Cost: $2,384,000,  Total Project Cost: $6,456,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1076322,  Location: JCT GCP+I78 (Lat: 40.725975,  Lng: -73.756719),  Route carried "on" structure: Ramp Other road 907M,  Year Built: 1963,  Status: Open,  Structure Length: 8.78m (28.81ft),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, 295I
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $4,226,000,  Roadway Improvement Cost: $2,475,000,  Total Project Cost: $6,701,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107635,  Location: JCT I87+I95 (Lat: 40.845525,  Lng: -73.924242),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,856 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,469 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95,  Facility Carried by Structure: UNDERCLIFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,268,000,  Roadway Improvement Cost: $1,914,000,  Total Project Cost: $5,181,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107636,  Location: JCT I87+I95 (Lat: 40.844675,  Lng: -73.923781),  Route carried "on" structure: Ramp City street ,  Year Built: 1962,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 8,222 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,506 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE 95I,  Facility Carried by Structure: RAMP FROM WASH BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.4 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: 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: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,327,000,  Roadway Improvement Cost: $3,705,000,  Total Project Cost: $10,032,000 ( 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: 107638,  Location: 1.1 MI E JCT I678 & SH 27 (Lat: 40.666733,  Lng: -73.797981),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.08m (13.39ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: NORTH CONDUIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $6,223,000,  Roadway Improvement Cost: $3,644,000,  Total Project Cost: $9,867,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107639,  Location: 1.3 MI W JCT I678 & S PKW (Lat: 40.664597,  Lng: -73.827647),  Route carried "on" structure: Interstate 878,  Year Built: 1967,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 44,423 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,773 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907D, SOUTH CONDUIT
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.87m (32.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $6,177,000,  Roadway Improvement Cost: $3,617,000,  Total Project Cost: $9,795,000 ( 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: 1076409,  Location: 4.2 MI N I95+BX RIVER PKY (Lat: 40.894097,  Lng: -73.862428),  Route carried "on" structure: City street 907H,  Year Built: 1951,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 89,783 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 110,702 (year 2040),  Design Load: H 20,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.158,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 49.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,366,000,  Roadway Improvement Cost: $2,556,000,  Total Project Cost: $6,922,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1076419,  Location: 2.9 MI N I95+BX RIVER PKY (Lat: 40.876306,  Lng: -73.870619),  Route carried "on" structure: City street 907H,  Year Built: 1951,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 90,894 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 112,072 (year 2040),  Design Load: H 20,  Features Intersected: Pedestrian Path, BRONX R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.066,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,762,000,  Roadway Improvement Cost: $3,960,000,  Total Project Cost: $10,722,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076449,  Location: JCT I678 & SH 25 (Lat: 40.708489,  Lng: -73.819519),  Route carried "on" structure: Interstate 678,  Year Built: 1953,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 154,945 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 197,988 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 678I 678IX5MR07B1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.737,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 26 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $13,326,000,  Roadway Improvement Cost: $7,803,000,  Total Project Cost: $21,129,000 ( 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: 1076459,  Location: 2.4 MI SW JCT I278 & I495 (Lat: 40.710475,  Lng: -73.956939),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.62m (5.31ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: RTE I278,  Facility Carried by Structure: SOUTH 3RD STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.193,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,833,000,  Roadway Improvement Cost: $3,416,000,  Total Project Cost: $9,249,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107646,  Location: 2.4 MI SW JCT I278 & I495 (Lat: 40.710633,  Lng: -73.955636),  Route carried "on" structure: City street 278,  Year Built: 1957,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 11,239 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,291 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, 278I 278IX2MR1
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,329,000,  Roadway Improvement Cost: $1,364,000,  Total Project Cost: $3,694,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107647,  Location: .7 MI E I87+I95 (Lat: 40.845111,  Lng: -73.913228),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,589 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,025 (year 2038),  Design Load: HS 20,  Features Intersected: RAMP TO 95 I EB,  Facility Carried by Structure: EAST 174 TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 59.3m (194.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 0.97m (3.18ft),  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: $7,778,000,  Roadway Improvement Cost: $4,555,000,  Total Project Cost: $12,333,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076489,  Location: JCT RTE 678+RTE 27 (Lat: 40.665900,  Lng: -73.801928),  Route carried "on" structure: Interstate 678,  Year Built: 1948,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 97,343 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 124,384 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH CONDUIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.749,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 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: Equal to 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,529,000,  Roadway Improvement Cost: $3,238,000,  Total Project Cost: $8,767,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076499,  Location: JCT RTE 678+RTE 27 (Lat: 40.666739,  Lng: -73.801633),  Route carried "on" structure: Interstate 678,  Year Built: 1948,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 97,343 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 124,384 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH CONDUIT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.829,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,960,000,  Roadway Improvement Cost: $4,076,000,  Total Project Cost: $11,036,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10765,  Location: 1.6 MI SE JCT I278+27 (Lat: 40.649681,  Lng: -73.975594),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,171 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,185 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 27, RTE 27,  Facility Carried by Structure: FT HAMILTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,279,000,  Roadway Improvement Cost: $1,920,000,  Total Project Cost: $5,199,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete