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

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Structure Number: 10555,  Location: 2.6 MI S JCT I78 & I495 (Lat: 40.753261,  Lng: -73.775878),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 8,602 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,879 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295,  Facility Carried by Structure: ROCKY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,587,000,  Roadway Improvement Cost: $2,686,000,  Total Project Cost: $7,273,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105551,  Location: .4 MI NW I78+I495 (Lat: 40.749894,  Lng: -73.774175),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 5,381 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,533 (year 2039),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295,  Facility Carried by Structure: 53RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 4,  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: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,575,000,  Roadway Improvement Cost: $3,265,000,  Total Project Cost: $8,840,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055529,  Location: .5 MI SE I495+I78 (Lat: 40.737653,  Lng: -73.768544),  Route carried "on" structure: Interstate 295,  Year Built: 1963,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 61,483 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,562 (year 2040),  Design Load: HS 20,  Features Intersected: 73RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.8 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: 49.2 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $6,395,000,  Roadway Improvement Cost: $3,745,000,  Total Project Cost: $10,140,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1055549,  Location: JCT I295 & UNION TURNPIKE (Lat: 40.732603,  Lng: -73.765586),  Route carried "on" structure: Interstate 295,  Year Built: 1963,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 61,483 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,562 (year 2040),  Design Load: HS 20,  Features Intersected: UNION TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.4m (122.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 24.9 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: 19.1 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  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

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Structure Number: 1055559,  Location: JCT GCP+I78 (Lat: 40.726236,  Lng: -73.756608),  Route carried "on" structure: City street 907M,  Year Built: 1963,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 127,787 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 157,561 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.053,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $18,073,000,  Roadway Improvement Cost: $10,584,000,  Total Project Cost: $28,657,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055619,  Location: JCT RTE 678+RTE 27 (Lat: 40.666258,  Lng: -73.801642),  Route carried "on" structure: Interstate 678,  Year Built: 1948,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 97,343 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 124,384 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907D, RTE 907D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.781,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,555,000,  Roadway Improvement Cost: $4,424,000,  Total Project Cost: $11,980,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105562,  Location: 2.9 MI SE JCT I678 & SH25 (Lat: 40.669092,  Lng: -73.801469),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 7,214 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,100 (year 2036),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, RTE,  Facility Carried by Structure: 133RD AVENUE
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,815,000,  Roadway Improvement Cost: $3,405,000,  Total Project Cost: $9,220,000 ( 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: 105563,  Location: 2.6 MI SE RTE 678+RTE 25 (Lat: 40.674425,  Lng: -73.801589),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 12,239 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,296 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, JFK,  Facility Carried by Structure: ROCKAWAY BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.696,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,118,000,  Roadway Improvement Cost: $4,754,000,  Total Project Cost: $12,872,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105564,  Location: 2.4 MI SE JCT I678 & SH 2 (Lat: 40.677650,  Lng: -73.803317),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 5,939 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,315 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RTE I678, RTE I678, JFK,  Facility Carried by Structure: FOCH BLVD
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,292,000,  Roadway Improvement Cost: $4,270,000,  Total Project Cost: $11,562,000 ( 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: 105565,  Location: JCT VAN WYCK & LINDEN BLV (Lat: 40.682906,  Lng: -73.805856),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,640 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,690 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, JFK,  Facility Carried by Structure: LINDEN BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,059,000,  Roadway Improvement Cost: $3,548,000,  Total Project Cost: $9,607,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105566,  Location: 1.7 MI SE JCT I678 & SH25 (Lat: 40.687069,  Lng: -73.807953),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,505 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,107 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: RTE I678, RTE I678, NYNJ,  Facility Carried by Structure: 109TH AVENUE
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 2.365,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,259,000,  Roadway Improvement Cost: $4,251,000,  Total Project Cost: $11,510,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105567,  Location: 1.3 MI SE JCT I678 & SH25 (Lat: 40.691928,  Lng: -73.810703),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 15,083 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,322 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, JFK,  Facility Carried by Structure: LIBERTY AVENUE
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 3.170,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.7 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: 36.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,606,000,  Roadway Improvement Cost: $4,454,000,  Total Project Cost: $12,059,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105568,  Location: 1.1 MI SE RTE 678+RTE 25 (Lat: 40.693975,  Lng: -73.811822),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,574 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,600 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678, JFK,  Facility Carried by Structure: 101ST AVENUE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.634,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,575,000,  Roadway Improvement Cost: $3,850,000,  Total Project Cost: $10,426,000 ( 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: 1055699,  Location: .9 MI SE RTE 678+RTE 25 (Lat: 40.697181,  Lng: -73.813756),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 9,269 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,312 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678,  Facility Carried by Structure: 94 AVE & ATLANTIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,217,000,  Roadway Improvement Cost: $4,812,000,  Total Project Cost: $13,029,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10557,  Location: .5 MI SE I678 + SH 25 (Lat: 40.702439,  Lng: -73.816292),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 9,048 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,090 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I678, RTE I678,  Facility Carried by Structure: JAMAICA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $6,819,000,  Roadway Improvement Cost: $3,993,000,  Total Project Cost: $10,812,000 ( 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: 105571,  Location: .4 MI SE RTE 678+RTE 25 (Lat: 40.704025,  Lng: -73.817203),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 20,913 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,011 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I678, RTE I678,  Facility Carried by Structure: HILLSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 5.3m (17.4ft),  Right: 5.3m (17.4ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $9,504,000,  Roadway Improvement Cost: $5,566,000,  Total Project Cost: $15,069,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055739,  Location: JCT I678 & SH 25 (Lat: 40.710253,  Lng: -73.821014),  Route carried "on" structure: City street 25,  Year Built: 1953,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 22,559 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,665 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.244,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 64.5m (211.6ft),  Skew: 26 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 64.5m (211.6ft),  Out-to-Out Width: 139.0m (456.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.0 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 desirable 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: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $59,597,000,  Roadway Improvement Cost: $34,900,000,  Total Project Cost: $94,497,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 105574,  Location: .3 MI SE GCP + I678-KEW G (Lat: 40.712906,  Lng: -73.823908),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 8,845 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,383 (year 2039),  Design Load: HL 93,  Features Intersected: 678I678IX5M12038, RTE I6,  Facility Carried by Structure: HOOVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 83.6 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: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,600,000,  Roadway Improvement Cost: $3,865,000,  Total Project Cost: $10,465,000 ( 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: 1055779,  Location: 1 MILE S JCT I678 & I495 (Lat: 40.727828,  Lng: -73.832906),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load-capacity,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 10,098 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,267 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, FLUSHING RIVER,  Facility Carried by Structure: JEWEL AVE 69 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 7,  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: 18.3m (60.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $16,382,000,  Roadway Improvement Cost: $9,594,000,  Total Project Cost: $25,976,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105577A,  Location: 1 MI S RTE 678+I495 (Lat: 40.728294,  Lng: -73.833456),  Route carried "on" structure: Ramp City street 678,  Year Built: 1963,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 7,273 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,182 (year 2016),  Design Load: HS 20,  Features Intersected: WILLOW-MEADOW LKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 10,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.96m (49.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,789,000,  Roadway Improvement Cost: $3,390,000,  Total Project Cost: $9,179,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105577B,  Location: 1 MI S JCT I678 & I495 (Lat: 40.727431,  Lng: -73.833031),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 3,356 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,288 (year 2040),  Design Load: HS 20,  Features Intersected: FLUSHING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 14,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.42m (53.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,501,000,  Roadway Improvement Cost: $3,222,000,  Total Project Cost: $8,723,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055789,  Location: JCT I495+RTE 678 (Lat: 40.738989,  Lng: -73.836833),  Route carried "on" structure: Interstate 678,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 300.17m (984.81ft),  Average Daily Traffic: 118,691 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 151,663 (year 2040),  Design Load: HS 20,  Features Intersected: FLUSHING CREEK, MEADOW L
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 12.598,  Lanes on structure: 6,  Lanes under structure: 28,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 127,  Number Of Approach Spans: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 300.16m (984.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $360,680,000,  Roadway Improvement Cost: $211,214,000,  Total Project Cost: $571,894,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105578A,  Location: JCT I495 & I678 (Lat: 40.741039,  Lng: -73.837758),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1963,  Status: Open,  Structure Length: 29.90m (98.10ft),  Average Daily Traffic: 11,568 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,781 (year 2040),  Design Load: HS 20,  Features Intersected: FROM VAN WYCK EXPWY N/B,
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 6,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.90m (98.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $10,155,000,  Roadway Improvement Cost: $5,947,000,  Total Project Cost: $16,102,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105578B,  Location: JCT I495 & I678 (Lat: 40.743481,  Lng: -73.836781),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 40.45m (132.71ft),  Average Daily Traffic: 14,680 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,758 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I495, FLUSHING RIVER
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 69.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.44m (132.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $13,601,000,  Roadway Improvement Cost: $7,965,000,  Total Project Cost: $21,566,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105578C,  Location: JCT I495 & I678 (Lat: 40.743908,  Lng: -73.838242),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 39.23m (128.71ft),  Average Daily Traffic: 25,050 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 32,008 (year 2040),  Design Load: HS 20,  Features Intersected: H.HARDING EXP W, FLUSHIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  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: 17,  Number Of Approach Spans: 12,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.22m (128.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,629,000,  Roadway Improvement Cost: $6,810,000,  Total Project Cost: $18,438,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105578D,  Location: JCT I495 & I678 (Lat: 40.743372,  Lng: -73.836125),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1963,  Status: Open,  Structure Length: 57.91m (189.99ft),  Average Daily Traffic: 14,595 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,649 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I495, FLUSH/CORONAPK
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 57.91m (189.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $15,122,000,  Roadway Improvement Cost: $8,855,000,  Total Project Cost: $23,978,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105578E,  Location: NORTH JCT OF I495 & I678 (Lat: 40.748169,  Lng: -73.834272),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 3,734 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,771 (year 2040),  Design Load: HS 20,  Features Intersected: FLUSHING MEADOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,370,000,  Roadway Improvement Cost: $1,974,000,  Total Project Cost: $5,344,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105578F,  Location: College Point ramp (Lat: 40.748131,  Lng: -73.834375),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,110 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,529 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,723,000,  Roadway Improvement Cost: $1,009,000,  Total Project Cost: $2,733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105578G,  Location: JCT I495 & I678 (Lat: 40.748508,  Lng: -73.834958),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 15.03m (49.31ft),  Average Daily Traffic: 9,397 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,007 (year 2040),  Design Load: HS 20,  Features Intersected: FLUSHING MEADOW
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.02m (49.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,657,000,  Roadway Improvement Cost: $3,313,000,  Total Project Cost: $8,970,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105578H,  Location: JCT I495 + I678 (Lat: 40.761833,  Lng: -73.838639),  Route carried "on" structure: Ramp Other road 678,  Year Built: 1963,  Status: Open,  Structure Length: 31.46m (103.22ft),  Average Daily Traffic: 8,997 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,496 (year 2040),  Design Load: HS 20,  Features Intersected: 25A (EB) U-TURN, FLUSHIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 31.45m (103.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,699,000,  Roadway Improvement Cost: $6,851,000,  Total Project Cost: $18,551,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105578I,  Location: JCT I495 & I678 (Lat: 40.761394,  Lng: -73.838233),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 8,582 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,015 (year 2023),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 14,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 25.6 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: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,719,000,  Roadway Improvement Cost: $2,178,000,  Total Project Cost: $5,897,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105578J,  Location: JCT I495 & I678 (Lat: 40.762481,  Lng: -73.839375),  Route carried "on" structure: Interstate 678,  Year Built: 2009,  Status: Open,  Structure Length: 91.14m (299.02ft),  Average Daily Traffic: 118,691 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,663 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 25AX, FLUSHING BAY PROME
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.141,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 93.4m (306.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 91.13m (298.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $43,045,000,  Roadway Improvement Cost: $25,207,000,  Total Project Cost: $68,252,000 ( 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: 105584,  Location: .8 MI E I278+GCP (Lat: 40.766422,  Lng: -73.890367),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 21,919 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,011 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M, RTE,  Facility Carried by Structure: ASTORIA BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.7 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: Better than 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: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,375,000,  Roadway Improvement Cost: $5,490,000,  Total Project Cost: $14,866,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055859,  Location: .9 MI E I278 + GCP (Lat: 40.766931,  Lng: -73.887644),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 12,208 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,265 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M,  Facility Carried by Structure: DITMARS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  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: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than 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: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $8,942,000,  Roadway Improvement Cost: $5,237,000,  Total Project Cost: $14,179,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055869,  Location: 1.6 MI E I278+GCP (Lat: 40.771622,  Lng: -73.876022),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 24,380 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,494 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 94TH ST TO GCP EB, ROADW,  Facility Carried by Structure: 94TH STREET
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.416,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $9,272,000,  Roadway Improvement Cost: $5,430,000,  Total Project Cost: $14,702,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing