Bridge Statistics for Sunrise, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 860163,  Location: 1000' S SR816 (Oakland) (Lat: 26.164417,  Lng: -80.256933),  Route carried "on" structure: State highway 817,  Year Built: 1971,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,942 (year 2042),  Design Load: HS 20,  Features Intersected: C-13 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.575,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86038,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125475,  Lng: -80.360381),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.579,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860381,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125158,  Lng: -80.360475),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WESTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.579,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860382,  Location: 0.5MI S of BONAVENTURE BL (Lat: 26.124917,  Lng: -80.360556),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860385,  Location: I-595 & I-75 INTERCHANGE (Lat: 26.120361,  Lng: -80.350778),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 34.05m (111.71ft),  Average Daily Traffic: 13,000 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,555 (year 2042),  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.035,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860386,  Location: I-595 & I-75 Interchange (Lat: 26.119889,  Lng: -80.350417),  Route carried "on" structure: State highway 84,  Year Built: 1986,  Status: Open,  Structure Length: 32.95m (108.10ft),  Average Daily Traffic: 9,300 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,136 (year 2042),  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.083,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860387,  Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692,  Lng: -80.343550),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 86.31m (283.17ft),  Average Daily Traffic: 25,500 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 & I-75 Connectors
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860482,  Location: 2.2 MI S OF OAKLND PK BLV (Lat: 26.146708,  Lng: -80.341689),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 53,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,822 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 838 SUNRISE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860483,  Location: 2.2 MI S of Oakland Blvd (Lat: 26.146861,  Lng: -80.342025),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 53,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,822 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 838 SUNRISE BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.680,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860484,  Location: INTER SR-869 AND SR-816 (Lat: 26.170008,  Lng: -80.316972),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 45,800 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 79,463 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 816 OAKLAND PK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.266,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860485,  Location: INTER. SR-869 AND SR-816 (Lat: 26.170253,  Lng: -80.317231),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 45,800 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 79,463 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 816 OAKLAND PK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.266,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860486,  Location: INTER SR-869 AND SR-870 (Lat: 26.193742,  Lng: -80.294972),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 41,850 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,610 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 870 COMMERCIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.781,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860487,  Location: INTERS.SR-869 AND SR-870 (Lat: 26.193711,  Lng: -80.294594),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 41,850 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,610 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 870 COMMERCIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.781,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860509,  Location: I-595/I-75 INTERCHANGE (Lat: 26.122917,  Lng: -80.345694),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1989,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HS 20,  Features Intersected: SR-84 WB & NEW RIVER
Minimum Vertical Clearance: 13.14m (43.11ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860511,  Location: I-75 & I-595 Interchange (Lat: 26.120856,  Lng: -80.344992),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1989,  Status: Open,  Structure Length: 94.88m (311.29ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 Cnctrs & New River,  Facility Carried by Structure: SB-869 To EB I-595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 59.5m (195.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860512,  Location: I-75 & I-595 INTERCHANGE (Lat: 26.120556,  Lng: -80.347472),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1989,  Status: Open,  Structure Length: 120.06m (393.90ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,574 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 CONNCTRS &NEW RIVER
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860513,  Location: 1.1 Miles South of SR-838 (Lat: 26.131278,  Lng: -80.343361),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 8th St. (proposed)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.179,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860514,  Location: 1.1 Mile South of SR-838 (Lat: 26.131306,  Lng: -80.343833),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: NW 8th St. (proposed)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.212,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 56.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860515,  Location: I-595/I-75 INTERCHANGE (Lat: 26.117119,  Lng: -80.348947),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: SR-93(I-75) NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.672,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860516,  Location: I-595&I-75 INTERCHANGE (Lat: 26.119694,  Lng: -80.346972),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 32.64m (107.09ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I75 connectors&EB SR-84
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.201,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860517,  Location: I-595 / I-75 Interchange (Lat: 26.122753,  Lng: -80.345139),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WB SR-84 & N. New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.932,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860518,  Location: I-75 & I-595 INTERCHANGE (Lat: 26.119306,  Lng: -80.345222),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 31.88m (104.59ft),  Average Daily Traffic: 40,000 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20,  Features Intersected: EB SR84 & I75 Connectors
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.703,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 86052,  Location: 1.1MI SOUTH OF SR-838 (Lat: 26.131306,  Lng: -80.344194),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: NW 8TH ST (Proposed),  Facility Carried by Structure: SR869 SB TO I595EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.082,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860544,  Location: 0.6 mi S OF COMMER BLVD (Lat: 26.186600,  Lng: -80.298564),  Route carried "on" structure: State highway 869,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 91,600 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 158,926 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANAL C-42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.891,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022

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Structure Number: 860671,  Location: 4.0 Mi N of SR-818 (Lat: 26.118567,  Lng: -80.346775),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2014,  Status: Open,  Structure Length: 69.49m (227.99ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,287 (year 2042),  Design Load: HL 93,  Features Intersected: I75 SR84 & SR869
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 1.878,  Lanes on structure: 2,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860674,  Location: I-595 & I-75 Interchange (Lat: 26.119500,  Lng: -80.343861),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 2016,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HL 93,  Features Intersected: Other
Minimum Vertical Clearance: 15.70m (51.51ft),  Kilometerpoint: 0.254,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 861,  Location: 0.4 MI N OF SAWGRASS TOLL (Lat: 26.161469,  Lng: -80.327567),  Route carried "on" structure: Ramp State highway 869,  Year Built: 1998,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,602 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-869 & PANTHER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86402,  Location: ADJ TO N SIDE OF SR-84 WB (Lat: 26.126400,  Lng: -80.360117),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,456 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,429 (year 2042),  Design Load: H 20,  Features Intersected: N NEW RIVER CANAL(G-15),  Facility Carried by Structure: WESTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864042,  Location: 0.2MI S OF OAKLAND PK BLV (Lat: 26.164344,  Lng: -80.267511),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: MIDRIVER (CANAL C-13),  Facility Carried by Structure: PINE ISLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864125,  Location: .25 Mi. S. of Oakland Pk. (Lat: 26.164367,  Lng: -80.296783),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 2,000 (year 2021),  Average Future Daily Traffic: 2,400 (year 2042),  Design Load: HL 93,  Features Intersected: Middle River C-13 Canal,  Facility Carried by Structure: Hiatus Road
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8683,  Location: 0.1MI E OF INVERRARY BLVD (Lat: 26.164506,  Lng: -80.242569),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 863 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,475 (year 2042),  Features Intersected: MID RIVER CANAL C-13,  Facility Carried by Structure: OLD SUNRISE LK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.1 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868301,  Location: 0.3MI E. of 115TH TERRACE (Lat: 26.168192,  Lng: -80.298025),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-42 CANAL,  Facility Carried by Structure: OAKLAND PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.034,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868302,  Location: 0.2MI E OF 115TH TERRACE (Lat: 26.162433,  Lng: -80.297975),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,400 (year 2042),  Design Load: HS 20,  Features Intersected: C-42 CANAL,  Facility Carried by Structure: NW 29TH MANOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868304,  Location: 0.4MI S. OF OAKLAND PK BV (Lat: 26.164450,  Lng: -80.283625),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HS 20,  Features Intersected: MIDRIVER C-13 CANAL,  Facility Carried by Structure: NOB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.919,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868305,  Location: .1Mi. S of Oakland Pk Bv (Lat: 26.164342,  Lng: -80.244697),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 884 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,475 (year 2042),  Features Intersected: Mid-River Canal C-13,  Facility Carried by Structure: Inverrary Blvd. W
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868307,  Location: At SR 84 (Lat: 26.119250,  Lng: -80.330222),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 14,520 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,424 (year 2042),  Design Load: HL 93,  Features Intersected: N. New River Canal,  Facility Carried by Structure: SW 136th Ave.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.483,  Lanes on structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86038,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125475,  Lng: -80.360381),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 7.625,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 86038,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125475,  Lng: -80.360381),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 6.069,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 86038,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125475,  Lng: -80.360381),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 13.760,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 860381,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125158,  Lng: -80.360475),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: WESTON ROAD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.596,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 860381,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125158,  Lng: -80.360475),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON ROAD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 6.069,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 860381,  Location: 0.5MI S OF BONAVENTURE BL (Lat: 26.125158,  Lng: -80.360475),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON ROAD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.760,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 860382,  Location: 0.5MI S of BONAVENTURE BL (Lat: 26.124917,  Lng: -80.360556),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 SB TO I-595
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 7.567,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 860382,  Location: 0.5MI S of BONAVENTURE BL (Lat: 26.124917,  Lng: -80.360556),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 SB TO I-595
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 6.069,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 860382,  Location: 0.5MI S of BONAVENTURE BL (Lat: 26.124917,  Lng: -80.360556),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: WESTON RD,  Facility Carried by Structure: I-75 SB TO I-595
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 13.760,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 860385,  Location: I-595 & I-75 INTERCHANGE (Lat: 26.120361,  Lng: -80.350778),  Route carried "under" structure: Interstate 75,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 52,500 (year 2022),  Truck Traffic: 7%,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.311,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 860386,  Location: I-595 & I-75 Interchange (Lat: 26.119889,  Lng: -80.350417),  Route carried "under" structure: Interstate 75,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 52,500 (year 2022),  Truck Traffic: 7%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: SR-84 EB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 19.262,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 56.1m (184.1ft)

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Structure Number: 860387,  Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692,  Lng: -80.343550),  Route carried "under" structure: Interstate 75,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 52,500 (year 2022),  Truck Traffic: 7%,  Features Intersected: I-75 & I-75 Connectors
Minimum Vertical Clearance: 8.26m (27.10ft),  Kilometerpoint: 19.035,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: Toll bridge,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: 860387,  Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692,  Lng: -80.343550),  Route carried "under" structure: State highway 869,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2022),  Truck Traffic: 8%,  Features Intersected: I-75 & I-75 Connectors,  Facility Carried by Structure: I595 WB to I75 SB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 60.4m (198.2ft)