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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 230ft / 69.8mTotal length
  • 1,197,670Total average daily traffic
  • 90,337Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Westwood Lakes
  • No street view available for this location

New bridges in Westwood Lakes, FL - historical statistics
  • New bridges - historical statistics
  • 161970-1979
  • 12000-2009
  • 42010-2019
Reconstructed bridges in Westwood Lakes, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 82010-2019
  • 22020-2022
Average Bridge Daily Traffic in Westwood Lakes, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.7%Excellent
  • 38.5%Very good
  • 53.8%Good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 23.1%Excellent
  • 30.8%Very good
  • 46.2%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.7%Excellent
  • 84.6%Very good
  • 7.7%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 28.6%Excellent
  • 57.1%Very good
  • 14.3%Good
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Structure Number: 870204,  Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906,  Lng: -80.383833),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 120,600 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 193,100 (year 2042),  Design Load: HL 93,  Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.660,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.9m (88.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 10 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870205,  Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711836,  Lng: -80.383592),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.969,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870206,  Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169,  Lng: -80.383739),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 56 ST MILLER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.239,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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: Somewhat better than minimum adequacy,  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
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Structure Number: 870207,  Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947,  Lng: -80.384308),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.984,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870209,  Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047,  Lng: -80.384369),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 63,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 109,305 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.201,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 87041,  Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856,  Lng: -80.383597),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 120,600 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 193,100 (year 2042),  Design Load: HL 93,  Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 34.643,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 10 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870411,  Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711839,  Lng: -80.383364),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.969,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870412,  Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078,  Lng: -80.383506),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 56 ST MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.217,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870413,  Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947,  Lng: -80.384067),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.984,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870414,  Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042,  Lng: -80.384117),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 63,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 109,305 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.201,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870783,  Location: 0.1 MI NORTH OF BIRD ROAD (Lat: 25.735072,  Lng: -80.383789),  Route carried "on" structure: Ramp State highway 821,  Year Built: 2000,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,450 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,336 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAPPER CREEK CANAL C-2,  Facility Carried by Structure: BIRD RD RMP 23.80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870914,  Location: 0.55 South of SW 40th ST (Lat: 25.723481,  Lng: -80.383317),  Route carried "on" structure: Ramp State highway 821,  Year Built: 2019,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,800 (year 2042),  Design Load: HL 93,  Features Intersected: Snapper Creek Canal C-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  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
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Structure Number: 870928,  Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746333,  Lng: -80.384389),  Route carried "on" structure: City street 24,  Year Built: 2019,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 33,000 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 57,255 (year 2042),  Design Load: HL 93,  Features Intersected: SR 821 & SW 117 Av&Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.711,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 11 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870204,  Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906,  Lng: -80.383833),  Route carried "under" structure: County highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 37,300 (year 2021),  Truck Traffic: 3%,  Features Intersected: SW 72 ST SUNSET DR,  Facility Carried by Structure: SR821 HEFT SB 21.4
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.456,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 870206,  Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169,  Lng: -80.383739),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 56 ST MILLER DR,  Facility Carried by Structure: SR821 SB HEFT 22.4
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 36.239,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 870209,  Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047,  Lng: -80.384369),  Route carried "under" structure: Business City street 976,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SW 40 ST BIRD RD,  Facility Carried by Structure: SR821 SB HEFT 23.6
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.180,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 87041,  Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856,  Lng: -80.383597),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: SW 72 ST SUNSET DR,  Facility Carried by Structure: SR821 NB HEFT 21.4
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.495,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 870412,  Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078,  Lng: -80.383506),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 57,540 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 56 ST MILLER RD,  Facility Carried by Structure: SR821 NB HEFT 22.4
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 36.217,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 870414,  Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042,  Lng: -80.384117),  Route carried "under" structure: Business City street 976,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SW 40 ST BIRD RD,  Facility Carried by Structure: SR821 NB HEFT 23.6
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.208,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 870928,  Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746333,  Lng: -80.384389),  Route carried "under" structure: State highway 821,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 145,500 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR 821 & SW 117 Av&Canal,  Facility Carried by Structure: SW 24th ST 24.675
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 39.807,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 870928,  Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746333,  Lng: -80.384389),  Route carried "under" structure: ServiceCity street 117,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR 821 & SW 117 Av&Canal,  Facility Carried by Structure: SW 24th ST 24.675
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 39.711,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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