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

Find on map >>   Show street view

Structure Number: 870035,  Location: 0.5 MI E OF SR 817 (Lat: 25.926658,  Lng: -80.236633),  Route carried "on" structure: State highway 826,  Year Built: 1962,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 127,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 220,345 (year 2042),  Design Load: HS 20,  Features Intersected: NW 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.188,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870045,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924917,  Lng: -80.211756),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870048,  Location: 0.5MI W OF SR-817 (Lat: 25.926194,  Lng: -80.252556),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 73,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,522 (year 2041),  Design Load: HL 93,  Features Intersected: NW 32ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 87005,  Location: 0.7 Ml W OF GOLDEN GLADES (Lat: 25.927231,  Lng: -80.221644),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 144,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 249,840 (year 2041),  Design Load: HL 93,  Features Intersected: NW 12TH & 13TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.692,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870051,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925306,  Lng: -80.276500),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 73,250 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2041),  Design Load: HS 20,  Features Intersected: NW 47TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.164,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870104,  Location: 1MI E OF SR817(NW27AVE) (Lat: 25.926889,  Lng: -80.228472),  Route carried "on" structure: State highway 826,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 127,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 220,345 (year 2042),  Design Load: HS 20,  Features Intersected: NW 17TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.008,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.8m (130.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870159,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.926019,  Lng: -80.211908),  Route carried "on" structure: Ramp State highway 95,  Year Built: 1964,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.711,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 870234,  Location: AT NW 37TH AVE (Lat: 25.925694,  Lng: -80.260667),  Route carried "on" structure: State highway 826,  Year Built: 1964,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 155,500 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 269,792 (year 2042),  Design Load: HS 20,  Features Intersected: NW 37TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.775,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.5m (106.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870239,  Location: NW 27TH AVE (Lat: 25.926333,  Lng: -80.244611),  Route carried "on" structure: State highway 826,  Year Built: 1964,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 147,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 255,045 (year 2042),  Design Load: HS 20,  Features Intersected: SR-817 (NW 27TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.386,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870245,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.925108,  Lng: -80.211564),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1967,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: HS 20,  Features Intersected: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870249,  Location: 1.5 MILES E OF SR-823 (Lat: 25.925461,  Lng: -80.268669),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 155,500 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 269,792 (year 2042),  Design Load: HL 93,  Features Intersected: NW 42ND AVE (LEJEUNE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.971,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

Find on map >>   Show street view

Structure Number: 870251,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925139,  Lng: -80.276583),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 73,250 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2041),  Design Load: HS 20,  Features Intersected: NW 47TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.164,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 87038,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.926056,  Lng: -80.211739),  Route carried "on" structure: Ramp State highway 95,  Year Built: 1957,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870695,  Location: 2.2 MILES N OF GOLD GLAD (Lat: 25.956142,  Lng: -80.228997),  Route carried "on" structure: State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.529,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870696,  Location: 2.2 MI N OF GOLDEN GLADE (Lat: 25.956147,  Lng: -80.229261),  Route carried "on" structure: State highway 91,  Year Built: 1987,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.529,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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

Find on map >>   Show street view

Structure Number: 870697,  Location: RMP TO PRO PLAYER STADIUM (Lat: 25.956125,  Lng: -80.228819),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,776 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870698,  Location: 0.3 MILES N OF NW 199TH (Lat: 25.960606,  Lng: -80.229175),  Route carried "on" structure: State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.027,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 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,  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 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870699,  Location: 0.3 MILES N OF NW 199 ST (Lat: 25.960644,  Lng: -80.229450),  Route carried "on" structure: State highway 91,  Year Built: 1987,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.027,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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,  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 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 8707,  Location: 0.3 MILES N OF NW 199 ST (Lat: 25.960647,  Lng: -80.229836),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,456 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.0 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870701,  Location: 0.5M N OF NW 199 ST (Lat: 25.959769,  Lng: -80.229242),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 5,450 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,456 (year 2042),  Design Load: HS 20,  Features Intersected: SR 91 TPK & CANAL
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 0.735,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,800,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959547,  Lng: -80.229464),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 1,600 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,776 (year 2042),  Design Load: HS 20,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.661,  Lanes on structure: 2,  Lanes under structure: 11,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,400,000,  Total Project Cost: $3,400,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870707,  Location: 0.3M N OF NW 199 ST (Lat: 25.960089,  Lng: -80.230392),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,456 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 874005,  Location: 80Ft. W of NW 47th Avenue (Lat: 25.970822,  Lng: -80.278675),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 563 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 885 (year 2042),  Design Load: HS 20,  Features Intersected: Palm Avenue Canal,  Facility Carried by Structure: NW 215th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: 874017,  Location: 200Ft. E of NW 39th Ct. (Lat: 25.947447,  Lng: -80.265519),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 1,415 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,415 (year 2042),  Design Load: HS 20,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 191st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.363,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 874021,  Location: 0.25Mi N of NW 173rd St (Lat: 25.934558,  Lng: -80.285208),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 1,485 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,672 (year 2042),  Design Load: HS 20,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 52nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 874023,  Location: 0.1Mile N of NW 177th St. (Lat: 25.936642,  Lng: -80.269225),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 2,101 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,894 (year 2042),  Design Load: HL 93,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 42nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.308,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 874024,  Location: At NW 42nd Avenue (Lat: 25.932750,  Lng: -80.269308),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,086 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,950 (year 2042),  Design Load: H 15,  Features Intersected: Carol City Canal A-4,  Facility Carried by Structure: NW 175th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.469,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 874032,  Location: 0.2 Mi. N of NW 151st St (Lat: 25.915211,  Lng: -80.252231),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,100 (year 2042),  Design Load: HS 20,  Features Intersected: Biscayne Canal C-8,  Facility Carried by Structure: NW 32nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 874114,  Location: 0.1 Mile S of NW 207th Dr (Lat: 25.961689,  Lng: -80.262222),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 11,332 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,636 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Snake Creek Canal,  Facility Carried by Structure: NW 37th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 870035,  Location: 0.5 MI E OF SR 817 (Lat: 25.926658,  Lng: -80.236633),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 28,800 (year 2016),  Truck Traffic: 5%,  Features Intersected: NW 22ND AVE,  Facility Carried by Structure: SR826 PALMETTO EXP
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 870045,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924917,  Lng: -80.211756),  Route carried "under" structure: US 441,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-441,  Facility Carried by Structure: SR91/826 TO I-95SB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.059,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 870048,  Location: 0.5MI W OF SR-817 (Lat: 25.926194,  Lng: -80.252556),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 6%,  Features Intersected: NW 32ND AVE,  Facility Carried by Structure: SR-826 WB (870248)
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 87005,  Location: 0.7 Ml W OF GOLDEN GLADES (Lat: 25.927231,  Lng: -80.221644),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2021),  Truck Traffic: 7%,  Features Intersected: NW 12TH & 13TH AVE.,  Facility Carried by Structure: SR-826 PALMETTO
Minimum Vertical Clearance: 4.30m (14.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

Find on map >>   Show street view

Structure Number: 870051,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925306,  Lng: -80.276500),  Route carried "under" structure: City street 847,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: NW 47TH AVE,  Facility Carried by Structure: SR-826 WB (870251)
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.010,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 870104,  Location: 1MI E OF SR817(NW27AVE) (Lat: 25.926889,  Lng: -80.228472),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2018),  Truck Traffic: 6%,  Features Intersected: NW 17TH AVE,  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 1.051,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

Find on map >>   Show street view

Structure Number: 870234,  Location: AT NW 37TH AVE (Lat: 25.925694,  Lng: -80.260667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2022),  Truck Traffic: 6%,  Features Intersected: NW 37TH AVE,  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.30m (14.11ft),  Kilometerpoint: 0.018,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>   Show street view

Structure Number: 870239,  Location: NW 27TH AVE (Lat: 25.926333,  Lng: -80.244611),  Route carried "under" structure: State highway 817,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-817 (NW 27TH AVE),  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 2.778,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>   Show street view

Structure Number: 870245,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.925108,  Lng: -80.211564),  Route carried "under" structure: US 9,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-441
Minimum Vertical Clearance: 6.11m (20.05ft),  Kilometerpoint: 1.041,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 870249,  Location: 1.5 MILES E OF SR-823 (Lat: 25.925461,  Lng: -80.268669),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,880 (year 2022),  Truck Traffic: 5%,  Features Intersected: NW 42ND AVE (LEJEUNE RD),  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

Find on map >>   Show street view

Structure Number: 870251,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925139,  Lng: -80.276583),  Route carried "under" structure: City street 847,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: NW 47TH AVE,  Facility Carried by Structure: SR-826 EB (870051)
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 870695,  Location: 2.2 MILES N OF GOLD GLAD (Lat: 25.956142,  Lng: -80.228997),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 NB TPK 2.22
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.529,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 870696,  Location: 2.2 MI N OF GOLDEN GLADE (Lat: 25.956147,  Lng: -80.229261),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 11%,  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 SB TPK 2.22
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.529,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 870697,  Location: RMP TO PRO PLAYER STADIUM (Lat: 25.956125,  Lng: -80.228819),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 NB TPK 2.22
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 870701,  Location: 0.5M N OF NW 199 ST (Lat: 25.959769,  Lng: -80.229242),  Route carried "under" structure: State highway 91,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 96,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK & CANAL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.948,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

Find on map >>   Show street view

Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959547,  Lng: -80.229464),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

Find on map >>   Show street view

Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959547,  Lng: -80.229464),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 6.92m (22.70ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

Find on map >>   Show street view

Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959547,  Lng: -80.229464),  Route carried "under" structure: State highway 91,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 96,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 10.97m (35.99ft),  Kilometerpoint: 3.901,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

Find on map >>   Show street view

Structure Number: 870707,  Location: 0.3M N OF NW 199 ST (Lat: 25.960089,  Lng: -80.230392),  Route carried "under" structure: ServiceCity street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 11%,  Features Intersected: FRONTAGE RD,  Facility Carried by Structure: SR91 SB TPK 2.514
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)