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

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Structure Number: 1055911,  Location: JCT GCP+I678 (Lat: 40.766103,  Lng: -73.839208),  Route carried "on" structure: Interstate 678,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 154.26m (506.10ft),  Average Daily Traffic: 70,205 (year 2008),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: BOAT BASIN PLACE, FLUSHI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.656,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 42.6m (139.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 70,  Number Of Approach Spans: 7,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 154.25m (506.07ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $94,848,000,  Roadway Improvement Cost: $55,543,000,  Total Project Cost: $150,391,000 ( 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: 1055912,  Location: JCT GCP+I678 (Lat: 40.758583,  Lng: -73.849622),  Route carried "on" structure: City street 25A,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 26,936 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,062 (year 2040),  Design Load: HS 20,  Features Intersected: BOAT BASIN PLACE
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 9.236,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 14,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $13,036,000,  Roadway Improvement Cost: $7,634,000,  Total Project Cost: $20,670,000 ( 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: 1055913,  Location: JCT GCP+I678 (Lat: 40.758281,  Lng: -73.850478),  Route carried "on" structure: Interstate 678,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 166.24m (545.41ft),  Average Daily Traffic: 164,043 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 209,614 (year 2040),  Design Load: HS 20,  Features Intersected: FLUSHING BAY PROMENADE,
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 15.656,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 10.4m (34.1ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 65,  Number Of Approach Spans: 2,  Length of Maximum Span: 92.7m (304.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 79.6 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 corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 166.23m (545.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $96,135,000,  Roadway Improvement Cost: $56,297,000,  Total Project Cost: $152,432,000 ( 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: 1055914,  Location: JCT GCP+I678 (Lat: 40.758019,  Lng: -73.850536),  Route carried "on" structure: City street 25A,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 25.42m (83.40ft),  Average Daily Traffic: 53,872 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,125 (year 2040),  Design Load: HS 20,  Features Intersected: BOAT BASIN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.220,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 21,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.42m (83.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $10,865,000,  Roadway Improvement Cost: $6,362,000,  Total Project Cost: $17,227,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055915,  Location: JCT GCP+I678 (Lat: 40.758469,  Lng: -73.848844),  Route carried "on" structure: Ramp City street ,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 44.20m (145.01ft),  Truck Traffic: 5%,  Design Load: HS 20,  Features Intersected: BOAT BASIN PLACE,  Facility Carried by Structure: GCP (EB) TO 126ST
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 19,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 75.3 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.19m (144.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $18,377,000,  Roadway Improvement Cost: $10,762,000,  Total Project Cost: $29,139,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1055916,  Location: Flushing River (Lat: 40.764553,  Lng: -73.839722),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2007,  Status: Open,  Structure Length: 30.69m (100.69ft),  Average Daily Traffic: 9,000 (year 2012),  Average Future Daily Traffic: 12,600 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Whitestone Expressway Se,  Facility Carried by Structure: Ramp to Linden Pl
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 16.573,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 93.6m (307.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.69m (100.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $8,682,000,  Roadway Improvement Cost: $5,084,000,  Total Project Cost: $13,766,000 ( 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: 105591A,  Location: JCT GCP & I678 (Lat: 40.758331,  Lng: -73.851019),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 92,583 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 129,616 (year 2019),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.199,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.52m (24.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,325,000,  Roadway Improvement Cost: $1,947,000,  Total Project Cost: $5,272,000 ( 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: 105591B,  Location: JCT GCP & I678 (Lat: 40.760633,  Lng: -73.846114),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 9,225 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,915 (year 2023),  Design Load: HS 20,  Features Intersected: RAMP TO 25AX WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.665,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 21.30m (69.88ft),  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: $9,109,000,  Roadway Improvement Cost: $5,334,000,  Total Project Cost: $14,444,000 ( 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: 105591C,  Location: JCT GCP & I678 (Lat: 40.763039,  Lng: -73.842597),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 7,277 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,188 (year 2023),  Design Load: HS 20,  Features Intersected: RTE 25A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.987,  Lanes on structure: 1,  Lanes under structure: 1,  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,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,211,000,  Roadway Improvement Cost: $2,466,000,  Total Project Cost: $6,677,000 ( 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: 105591D,  Location: JCT GCP & I678 (Lat: 40.762853,  Lng: -73.840714),  Route carried "on" structure: Ramp Interstate 678,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 24.05m (78.90ft),  Average Daily Traffic: 10,766 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,072 (year 2023),  Design Load: HS 20,  Features Intersected: 25AX, 25AX E TO 25AX W,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.068,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.04m (78.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $10,109,000,  Roadway Improvement Cost: $5,920,000,  Total Project Cost: $16,028,000 ( 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: 105591E,  Location: JCT GCP & I678 (Lat: 40.763206,  Lng: -73.840400),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 14.17m (46.49ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: 678IX5M12076, RELIEF,  Facility Carried by Structure: 25AX W TO 678IX S
Minimum Vertical Clearance: 10.29m (33.76ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  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: 7,  Number Of Approach Spans: 9,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,303,000,  Roadway Improvement Cost: $3,105,000,  Total Project Cost: $8,409,000 ( 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: 105591F,  Location: JCT GCP & I678 (Lat: 40.758169,  Lng: -73.850250),  Route carried "on" structure: Ramp City street 25A,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 53,872 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,125 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.300,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $330,000,  Total Project Cost: $892,000 ( 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: 105591G,  Location: JCT GCP & I678 (Lat: 40.759522,  Lng: -73.847050),  Route carried "on" structure: Ramp City street 907M,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 20.15m (66.11ft),  Average Daily Traffic: 4,280 (year 2009),  Average Future Daily Traffic: 5,992 (year 2029),  Design Load: HS 20,  Features Intersected: 25A NORTHERN BLVD, 25A E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.14m (66.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $8,469,000,  Roadway Improvement Cost: $4,959,000,  Total Project Cost: $13,428,000 ( 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: 105593,  Location: .4 MI S JCT GCP & I678 (Lat: 40.752708,  Lng: -73.852042),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 9,835 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,881 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, NYC RAPID TRAN,  Facility Carried by Structure: ROOSEVELT AVENUE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 5.567,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,965,000,  Roadway Improvement Cost: $2,322,000,  Total Project Cost: $6,286,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105594,  Location: .6 MI N GCP+I495 (Lat: 40.747294,  Lng: -73.848642),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.11m (26.61ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M, CORO,  Facility Carried by Structure: AT 49TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 11,  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: 5,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,197,000,  Roadway Improvement Cost: $3,629,000,  Total Project Cost: $9,825,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105595,  Location: .3 MI N JCT GCP & I495 (Lat: 40.743761,  Lng: -73.846658),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 8.26m (27.10ft),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M, CORO,  Facility Carried by Structure: 54TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 12,  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: 5,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 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: 41.1 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: Equal to 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: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $6,305,000,  Roadway Improvement Cost: $3,692,000,  Total Project Cost: $9,997,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055969,  Location: JCT GCP+I495 (Lat: 40.740100,  Lng: -73.845436),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 139,843 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 178,691 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 907M, RTE 907M, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.555,  Lanes on structure: 6,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 66.2 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: Superior 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: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $14,482,000,  Roadway Improvement Cost: $8,480,000,  Total Project Cost: $22,962,000 ( Estimate for 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: 1056,  Location: 1 MI SE JCT I495 & GCP (Lat: 40.726439,  Lng: -73.837950),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 11,905 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,462 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M, RTE,  Facility Carried by Structure: 69TH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.73m (22.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $14,870,000,  Roadway Improvement Cost: $8,708,000,  Total Project Cost: $23,577,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106501,  Location: 1.1 MI SE JCT I495 & GCP (Lat: 40.725775,  Lng: -73.837628),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 6,110 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,422 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M, RTE,  Facility Carried by Structure: JEWEL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $12,183,000,  Roadway Improvement Cost: $7,134,000,  Total Project Cost: $19,318,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106503,  Location: JCT GCP+ROUTE 678 (Lat: 40.716761,  Lng: -73.827278),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 22,479 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,584 (year 2040),  Design Load: HL 93,  Features Intersected: GRAND CENTRAL PKWY EB, 6,  Facility Carried by Structure: UNION TURNPIKE WB
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 3.298,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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 Coated Reinforcing

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Structure Number: 1065049,  Location: .5 MI E RTE 678+GCP (Lat: 40.715778,  Lng: -73.816297),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 21,072 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,171 (year 2040),  Design Load: HS 20,  Features Intersected: 907M907MX5M14086, RTE 90,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,935,000,  Roadway Improvement Cost: $4,061,000,  Total Project Cost: $10,995,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106505,  Location: 1 MI E JCT I678 & GCP (Lat: 40.715908,  Lng: -73.807831),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 7,117 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,150 (year 2040),  Design Load: HS 20,  Features Intersected: 907M907MX5M14090, RTE 90,  Facility Carried by Structure: PARSONS BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.3 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $5,142,000,  Roadway Improvement Cost: $3,011,000,  Total Project Cost: $8,153,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106506,  Location: 1.2 MI E RTE 678+GCP (Lat: 40.716283,  Lng: -73.803103),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 7,688 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,339 (year 2040),  Design Load: HS 20,  Features Intersected: 907M 907MX5M14092, RTE 9,  Facility Carried by Structure: 164TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $5,715,000,  Roadway Improvement Cost: $3,347,000,  Total Project Cost: $9,062,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106507,  Location: 1.6 MI E RTE 678+GCP (Lat: 40.717386,  Lng: -73.798044),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 5,787 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,102 (year 2036),  Design Load: HS 20,  Features Intersected: 907M907MX5M14095, RTE 90,  Facility Carried by Structure: 168TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.2 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: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $4,297,000,  Roadway Improvement Cost: $2,516,000,  Total Project Cost: $6,813,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1065089,  Location: 2.0 MI E RTE 678+GCP (Lat: 40.719269,  Lng: -73.790722),  Route carried "on" structure: State highway 907M,  Year Built: 1963,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 114,691 (year 2020),  Average Future Daily Traffic: 141,414 (year 2040),  Design Load: HS 20,  Features Intersected: UTOPIA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.996,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $8,710,000,  Roadway Improvement Cost: $5,100,000,  Total Project Cost: $13,810,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1065099,  Location: 2.2 MI E JCT I678 & GCP (Lat: 40.719856,  Lng: -73.784903),  Route carried "on" structure: State highway 907M,  Year Built: 1963,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 114,691 (year 2020),  Average Future Daily Traffic: 141,414 (year 2040),  Design Load: HS 20,  Features Intersected: MIDLAND PARKWAY WEST, MI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.479,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $8,793,000,  Roadway Improvement Cost: $5,149,000,  Total Project Cost: $13,942,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10651,  Location: 2.7 MI ENE JCT I678 & GCP (Lat: 40.722392,  Lng: -73.777325),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 14,959 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,029 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907M, RTE 907M,  Facility Carried by Structure: 188TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 90.4 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: 84.6 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,452,000,  Roadway Improvement Cost: $3,778,000,  Total Project Cost: $10,230,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1065119,  Location: 3.4 MI ENE RTE 678+GCP (Lat: 40.726264,  Lng: -73.766258),  Route carried "on" structure: City street 907M,  Year Built: 1963,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 123,914 (year 2020),  Average Future Daily Traffic: 152,785 (year 2040),  Design Load: HS 20,  Features Intersected: FRANCIS LEWIS BLD, FRANC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.265,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,711,000,  Roadway Improvement Cost: $5,687,000,  Total Project Cost: $15,398,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1065139,  Location: .7 MI SW GCP & CRS ISL PK (Lat: 40.736814,  Lng: -73.741431),  Route carried "on" structure: City street 907M,  Year Built: 1972,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 127,102 (year 2020),  Average Future Daily Traffic: 156,716 (year 2040),  Design Load: HS 20,  Features Intersected: UNION TURNPIKE, UNION TU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.839,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,752,000,  Roadway Improvement Cost: $9,810,000,  Total Project Cost: $26,562,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1065149,  Location: JCT GCP+CROSS ISLAND PKWY (Lat: 40.742675,  Lng: -73.733708),  Route carried "on" structure: City street 907M,  Year Built: 1972,  Status: Open,  Structure Length: 58.25m (191.11ft),  Average Daily Traffic: 135,238 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 166,748 (year 2040),  Design Load: HS 20,  Features Intersected: 907A907AX5M22126, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.547,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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: 58.24m (191.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $99,895,000,  Roadway Improvement Cost: $58,498,000,  Total Project Cost: $158,393,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106514A,  Location: JCT GCP+CROSS ISLAND PKWY (Lat: 40.743989,  Lng: -73.732603),  Route carried "on" structure: Ramp City street 907A,  Year Built: 1972,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 14,997 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,491 (year 2040),  Design Load: HS 20,  Features Intersected: 907A 907AX5M22125, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.87m (15.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,772,000,  Roadway Improvement Cost: $1,623,000,  Total Project Cost: $4,395,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1065159,  Location: .4 MI NE GCP+CRS ISL PKWY (Lat: 40.748064,  Lng: -73.728653),  Route carried "on" structure: State highway 907M,  Year Built: 1971,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 135,238 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 166,748 (year 2040),  Design Load: HS 20,  Features Intersected: COMMONWEALTH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.464,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $15,718,000,  Roadway Improvement Cost: $9,204,000,  Total Project Cost: $24,922,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1065169,  Location: .9 MI NE GCP+CRS ISL PKWY (Lat: 40.754050,  Lng: -73.722978),  Route carried "on" structure: City street 907M,  Year Built: 1971,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 111,537 (year 2020),  Average Future Daily Traffic: 137,525 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE NECK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.381,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,547,000,  Roadway Improvement Cost: $5,591,000,  Total Project Cost: $15,138,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1065181,  Location: .7 MI NE JCT I678 & SH 25 (Lat: 40.771433,  Lng: -73.833425),  Route carried "on" structure: Interstate 678,  Year Built: 1963,  Status: Open,  Structure Length: 33.77m (110.79ft),  Average Daily Traffic: 8,453 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,537 (year 2037),  Design Load: HS 20,  Features Intersected: SERVICE ROAD U-TURN S/B,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.454,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 11,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  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: 33.77m (110.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $29,056,000,  Roadway Improvement Cost: $17,015,000,  Total Project Cost: $46,071,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1065182,  Location: WHITESTONE EXPRESSWAY NB (Lat: 40.771250,  Lng: -73.833342),  Route carried "on" structure: Interstate 678,  Year Built: 1984,  Status: Open,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 82,022 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 104,807 (year 2040),  Design Load: HS 20,  Features Intersected: SERVICE RD U-TURN S/B TO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.428,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.94m (55.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $13,415,000,  Roadway Improvement Cost: $7,856,000,  Total Project Cost: $21,270,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106519,  Location: 1.5 MI NE I678 & SH 25A (Lat: 40.781703,  Lng: -73.824989),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 17,747 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,559 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I678, RTE I678,  Facility Carried by Structure: 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.1 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 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: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,772,000,  Roadway Improvement Cost: $4,551,000,  Total Project Cost: $12,324,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing