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

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Structure Number: 860019,  Location: 2.2 Miles North of I-75 (Lat: 26.176964,  Lng: -80.448789),  Route carried "on" structure: US 27,  Year Built: 1954,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 4,450 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 7,721 (year 2042),  Design Load: HS 20,  Features Intersected: Canal S-11A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860057,  Location: 3.2 Miles West of US-27 (Lat: 26.145917,  Lng: -80.492611),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860058,  Location: 2.2 Miles West of US-27 (Lat: 26.145892,  Lng: -80.476967),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.501,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860059,  Location: 1.2 Miles West of US-27 (Lat: 26.145844,  Lng: -80.461253),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860247,  Location: 2.2 Miles North of I-75 (Lat: 26.176922,  Lng: -80.449072),  Route carried "on" structure: US 27,  Year Built: 1980,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 4,450 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 7,721 (year 2042),  Design Load: HS 20,  Features Intersected: Canal S-11-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.542,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860304,  Location: 1.2 MI EAST OF US-27 (Lat: 26.140094,  Lng: -80.419417),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: GLADES PKWY (NW 196 AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.715,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860305,  Location: 1.2 MI EAST OF US-27 (Lat: 26.139814,  Lng: -80.419497),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: GLADES PKWY (NW 196 AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.715,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 Precast Panels

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Structure Number: 860333,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.144669,  Lng: -80.441861),  Route carried "on" structure: Interstate 75,  Year Built: 1982,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.967,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Better than 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 Precast Panels

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Structure Number: 860334,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.144356,  Lng: -80.441800),  Route carried "on" structure: Interstate 75,  Year Built: 1982,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.957,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  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: Equal to present minimum criteria,  Underclear: Better than 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: 860335,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.145072,  Lng: -80.441986),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1982,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,908 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: RAMP G-H OVER US27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than 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 Precast Panels

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Structure Number: 860336,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.143956,  Lng: -80.441689),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1982,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,684 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: RAMP E-F OVER US27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.615,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than 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 Precast Panels

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Structure Number: 860337,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144892,  Lng: -80.444308),  Route carried "on" structure: Ramp US 27,  Year Built: 1982,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,684 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 & S-W CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.303,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860338,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144136,  Lng: -80.439394),  Route carried "on" structure: Ramp US 27,  Year Built: 1982,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,908 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 & N-E CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860341,  Location: 2MI S OF I-595&I-75 INTER (Lat: 26.087744,  Lng: -80.363328),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 12.47m (40.91ft),  Average Daily Traffic: 54,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,558 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: ROYAL PALM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.644,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 27.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860342,  Location: 2.6 MI E of US-27 (Lat: 26.135522,  Lng: -80.400539),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 5.46m (17.91ft),  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: INDIAN TRACE (184TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.763,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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: 860343,  Location: 2.6 MI E OF US-27 (Lat: 26.135250,  Lng: -80.400619),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 5.46m (17.91ft),  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: INDIAN TRACE (184TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.763,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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: 860344,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127883,  Lng: -80.368611),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: BONAVENTURE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.446,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.3 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: 860345,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127542,  Lng: -80.368708),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: BONAVENTURE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.446,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 56.3 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: 860445,  Location: 3.2 Miles West of US-27 (Lat: 26.146222,  Lng: -80.492639),  Route carried "on" structure: Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860446,  Location: 2.2 Miles West of US-27 (Lat: 26.146208,  Lng: -80.476964),  Route carried "on" structure: Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.501,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860447,  Location: 1.2 Miles West of US-27 (Lat: 26.146161,  Lng: -80.461253),  Route carried "on" structure: Interstate 75,  Year Built: 1988,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,649 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86064,  Location: I-595 WB Ramp to SR-84 WB (Lat: 26.122889,  Lng: -80.349694),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 2008,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,962 (year 2042),  Design Load: HL 93,  Features Intersected: Retention Pond
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.198,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860641,  Location: NB I75 Ramp From SR869 SB (Lat: 26.121861,  Lng: -80.348528),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2008,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HL 93,  Features Intersected: I-595 WB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.436,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 86405,  Location: 0.5MI W OF I-75 (Lat: 26.087764,  Lng: -80.374722),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2042),  Design Load: H 20,  Features Intersected: CLAYTON CANAL,  Facility Carried by Structure: ROYAL PLM BLVD(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.559,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864051,  Location: 0.5MI W OF I-75 (Lat: 26.088067,  Lng: -80.374625),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2042),  Design Load: H 20,  Features Intersected: CLAYTON CANAL,  Facility Carried by Structure: ROYAL PLM BLVD(WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.559,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864092,  Location: 2MI W OF I-75 (Lat: 26.096125,  Lng: -80.388925),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,160 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE WESTON,  Facility Carried by Structure: ROYAL PALM BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864093,  Location: 2MI W OF I-75 (Lat: 26.096253,  Lng: -80.388858),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,160 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE WESTON,  Facility Carried by Structure: ROYAL PLM BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864094,  Location: 1.4 MI W OF WESTON RD (Lat: 26.105408,  Lng: -80.389181),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,225 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,270 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE WESTON,  Facility Carried by Structure: INDIAN TRACE (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864095,  Location: 1.4 MI W OF WESTON RD (Lat: 26.105558,  Lng: -80.389081),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,225 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,270 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE WESTON,  Facility Carried by Structure: INDIAN TRACE (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864104,  Location: AT GRIFFIN ROAD (Lat: 26.062256,  Lng: -80.393686),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 4,320 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,184 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-11,  Facility Carried by Structure: BONAVENTURE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864108,  Location: WESTON RD at GRIFFIN RD. (Lat: 26.062939,  Lng: -80.362253),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,162 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,511 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-11 CANAL S NEW RIVER,  Facility Carried by Structure: WESTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860304,  Location: 1.2 MI EAST OF US-27 (Lat: 26.140094,  Lng: -80.419417),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 11,550 (year 2020),  Truck Traffic: 5%,  Features Intersected: GLADES PKWY (NW 196 AVE),  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 860305,  Location: 1.2 MI EAST OF US-27 (Lat: 26.139814,  Lng: -80.419497),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 11,550 (year 2020),  Truck Traffic: 5%,  Features Intersected: GLADES PKWY (NW 196 AVE),  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 860333,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.144669,  Lng: -80.441861),  Route carried "under" structure: US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,900 (year 2020),  Truck Traffic: 26%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 20.902,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 860334,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.144356,  Lng: -80.441800),  Route carried "under" structure: US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,900 (year 2020),  Truck Traffic: 26%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 20.864,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 860335,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.145072,  Lng: -80.441986),  Route carried "under" structure: US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 33%,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 20.884,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 860336,  Location: ANDYTOWN I-75 AND US-27 (Lat: 26.143956,  Lng: -80.441689),  Route carried "under" structure: US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,900 (year 2020),  Truck Traffic: 26%,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 20.785,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 860337,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144892,  Lng: -80.444308),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 12,478 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-75 & S-W CONNECTOR
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 29.247,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 860337,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144892,  Lng: -80.444308),  Route carried "under" structure: Ramp US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 25%,  Features Intersected: I-75 & S-W CONNECTOR
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.919,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 860338,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144136,  Lng: -80.439394),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 26%,  Features Intersected: I-75 & N-E CONNECTOR
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 28.746,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 860338,  Location: US-27 & I-75 INTERCHANGE (Lat: 26.144136,  Lng: -80.439394),  Route carried "under" structure: Ramp US 27,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 25%,  Features Intersected: I-75 & N-E CONNECTOR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.911,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 860341,  Location: 2MI S OF I-595&I-75 INTER (Lat: 26.087744,  Lng: -80.363328),  Route carried "under" structure: Interstate 75,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: ROYAL PALM BLVD.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.767,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 860341,  Location: 2MI S OF I-595&I-75 INTER (Lat: 26.087744,  Lng: -80.363328),  Route carried "under" structure: Interstate 75,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 129,500 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: ROYAL PALM BLVD.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 15.334,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 860341,  Location: 2MI S OF I-595&I-75 INTER (Lat: 26.087744,  Lng: -80.363328),  Route carried "under" structure: Interstate 75,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 7%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: ROYAL PALM BLVD.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 15.326,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 860342,  Location: 2.6 MI E of US-27 (Lat: 26.135522,  Lng: -80.400539),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 5%,  Features Intersected: INDIAN TRACE (184TH AVE),  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 860343,  Location: 2.6 MI E OF US-27 (Lat: 26.135250,  Lng: -80.400619),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2019),  Truck Traffic: 5%,  Features Intersected: INDIAN TRACE (184TH AVE),  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 860344,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127883,  Lng: -80.368611),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 325 (year 2020),  Truck Traffic: 1%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.217,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860344,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127883,  Lng: -80.368611),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2020),  Truck Traffic: 2%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 8.275,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860344,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127883,  Lng: -80.368611),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 370 (year 2020),  Truck Traffic: 1%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 14.643,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860345,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127542,  Lng: -80.368708),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 370 (year 2020),  Truck Traffic: 1%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 14.643,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860345,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127542,  Lng: -80.368708),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2020),  Truck Traffic: 2%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 8.237,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860345,  Location: 4.7 MI EAST OF US-27 (Lat: 26.127542,  Lng: -80.368708),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 325 (year 2020),  Truck Traffic: 1%,  Features Intersected: BONAVENTURE BLVD,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 5.217,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 860641,  Location: NB I75 Ramp From SR869 SB (Lat: 26.121861,  Lng: -80.348528),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 3%,  Features Intersected: I-595 WB Ramp,  Facility Carried by Structure: NB I-75 From SR869
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.146,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 19.4m (63.6ft)