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

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Structure Number: 870013,  Location: 0.36ml N of SW 216 St (Lat: 25.570556,  Lng: -80.377639),  Route carried "on" structure: US US-1,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: BLACK CREEK CANAL C-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.551,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 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: 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: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $501,000,  Total Project Cost: $501,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870014,  Location: 0.5ml S of SW 186 St (Lat: 25.592228,  Lng: -80.357372),  Route carried "on" structure: US US-1,  Year Built: 1963,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-1-N Belle Aire
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.716,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $77,000,  Total Project Cost: $77,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870015,  Location: N OF SW 158 ST (Lat: 25.623836,  Lng: -80.343511),  Route carried "on" structure: US 1,  Year Built: 1964,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 25,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,676 (year 2042),  Design Load: HS 20,  Features Intersected: CUTLER DRAIN-CANAL C-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.553,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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 desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $87,000,  Total Project Cost: $77,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870016,  Location: SW 139 St (Lat: 25.641308,  Lng: -80.335406),  Route carried "on" structure: US 1,  Year Built: 1965,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 25,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,676 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-100-C,  Facility Carried by Structure: SR-5 SB (870233)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.658,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: Bituminous

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Structure Number: 870184,  Location: 0.4 MILES SOUTH OF US-1 (Lat: 25.577044,  Lng: -80.364858),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HL 93,  Features Intersected: CARIBBEAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.146,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.7m (74.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870185,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582192,  Lng: -80.366397),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HL 93,  Features Intersected: US 1 & METRO-DADE BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.701,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870194,  Location: 0.9 MILES NORTH OF US-1 (Lat: 25.595303,  Lng: -80.372353),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HS 20,  Features Intersected: QUAIL ROOST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.355,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870197,  Location: 2.3 MILES NORTH OF US-1 (Lat: 25.612589,  Lng: -80.378606),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 79,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 137,412 (year 2042),  Design Load: HS 20,  Features Intersected: SW 168 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.441,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.1m (95.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87023,  Location: 0.36ml N of SW 216 St. (Lat: 25.570372,  Lng: -80.377539),  Route carried "on" structure: US US-1,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: BLACK CREEK CANAL C-1-W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.551,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 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: 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870231,  Location: 0.5 ml S of SW 186 St (Lat: 25.592206,  Lng: -80.357197),  Route carried "on" structure: US US-1,  Year Built: 1963,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-1-N Belle Aire
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.716,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870232,  Location: SW 158 ST (Lat: 25.623781,  Lng: -80.343344),  Route carried "on" structure: US 5,  Year Built: 1964,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 25,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,676 (year 2042),  Design Load: HS 20,  Features Intersected: CUTLER DRAIN-CANAL C-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.553,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $85,000,  Total Project Cost: $85,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870233,  Location: SW 139 ST (Lat: 25.641278,  Lng: -80.335278),  Route carried "on" structure: US 1,  Year Built: 1965,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 25,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,676 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-100-C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.658,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870388,  Location: 1.6 MILES SOUTH OF US 1 (Lat: 25.559433,  Lng: -80.362714),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 46,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 81,285 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OLD CUTLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.163,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  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: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870397,  Location: 0.4 MILES SOUTH OF US-1 (Lat: 25.576878,  Lng: -80.364481),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HL 93,  Features Intersected: CARIBBEAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.107,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870398,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582450,  Lng: -80.366139),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HL 93,  Features Intersected: US 1 & METRO-DADE BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.732,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.6m (149.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870401,  Location: 0.9 MILES NORTH OF US 1 (Lat: 25.595375,  Lng: -80.371972),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,250 (year 2042),  Design Load: HS 20,  Features Intersected: QUAIL ROOST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.320,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870403,  Location: 1.2 MILES NORTH OF US-1 (Lat: 25.597825,  Lng: -80.374844),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 79,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 137,412 (year 2042),  Design Load: HL 93,  Features Intersected: SW 184 ST EUREKA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.700,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870404,  Location: 2.3 MILES NORTH OF US-1 (Lat: 25.612608,  Lng: -80.378272),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 79,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 137,412 (year 2042),  Design Load: HS 20,  Features Intersected: SW 168 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.441,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.1m (95.5ft),  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: 29.1m (95.5ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 874296,  Location: 0.8Mi. W of Old Cutler Rd (Lat: 25.570139,  Lng: -80.360111),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 220 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 360 (year 2039),  Design Load: HS 20,  Features Intersected: Canal C-100-B,  Facility Carried by Structure: SW 212th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87443,  Location: 0.3 Mile E of US-1 (Lat: 25.585861,  Lng: -80.355278),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,113 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,504 (year 2041),  Design Load: HL 93,  Features Intersected: Bel Aire Canal C-1-N,  Facility Carried by Structure: Marlin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.8m (45.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874431,  Location: 200ft. E Of SW 103rd Ave. (Lat: 25.576306,  Lng: -80.360194),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 20,849 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,624 (year 2042),  Design Load: HS 20,  Features Intersected: Bel Aire Canal C-1-N,  Facility Carried by Structure: Caribbean Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.958,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 45.1 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: Somewhat better than minimum adequacy,  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 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874432,  Location: 0.7Mile S of SW 216th St. (Lat: 25.559278,  Lng: -80.359167),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 10,139 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,197 (year 2036),  Design Load: HS 20,  Features Intersected: Black Creek Canal,  Facility Carried by Structure: Old Cutler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.333,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874434,  Location: 200Ft. E of Fla. Turnpike (Lat: 25.566333,  Lng: -80.362167),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 16,018 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,826 (year 2036),  Design Load: HS 20,  Features Intersected: Black Creek,  Facility Carried by Structure: SW 216th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.115,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870184,  Location: 0.4 MILES SOUTH OF US-1 (Lat: 25.577044,  Lng: -80.364858),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Features Intersected: CARIBBEAN BLVD,  Facility Carried by Structure: SR821 SB HEFT 12.5
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 20.146,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 870185,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582192,  Lng: -80.366397),  Route carried "under" structure: US 1,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 1 & METRO-DADE BUS RT
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 870185,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582192,  Lng: -80.366397),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 1 & METRO-DADE BUS RT,  Facility Carried by Structure: SR821 SB HEFT 12.8
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 870194,  Location: 0.9 MILES NORTH OF US-1 (Lat: 25.595303,  Lng: -80.372353),  Route carried "under" structure: State highway 994,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Features Intersected: QUAIL ROOST DR,  Facility Carried by Structure: SR821 HEFT SB 13.9
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 22.355,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 870197,  Location: 2.3 MILES NORTH OF US-1 (Lat: 25.612589,  Lng: -80.378606),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 2%,  Features Intersected: SW 168 ST,  Facility Carried by Structure: SR821 SB HEFT 15.2
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.309,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 870388,  Location: 1.6 MILES SOUTH OF US 1 (Lat: 25.559433,  Lng: -80.362714),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 46,850 (year 2020),  Truck Traffic: 8%,  Features Intersected: OLD CUTLER RD,  Facility Carried by Structure: SR821 NB HEFT 11.2
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 18.163,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 870397,  Location: 0.4 MILES SOUTH OF US-1 (Lat: 25.576878,  Lng: -80.364481),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Features Intersected: CARIBBEAN BLVD,  Facility Carried by Structure: SR821 HEFT NB 12.4
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 20.107,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 870398,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582450,  Lng: -80.366139),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 1 & METRO-DADE BUS RT,  Facility Carried by Structure: SR821 HEFT NB 12.8
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.6m (149.6ft)

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Structure Number: 870398,  Location: 0.9 MI S OF QUAIL ROOST D (Lat: 25.582450,  Lng: -80.366139),  Route carried "under" structure: US 1,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 1 & METRO-DADE BUS RT
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.6m (149.6ft)

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Structure Number: 870401,  Location: 0.9 MILES NORTH OF US 1 (Lat: 25.595375,  Lng: -80.371972),  Route carried "under" structure: State highway 994,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 65,850 (year 2020),  Truck Traffic: 8%,  Features Intersected: QUAIL ROOST DR,  Facility Carried by Structure: SR821 NB HEFT 13.8
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 22.320,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 870403,  Location: 1.2 MILES NORTH OF US-1 (Lat: 25.597825,  Lng: -80.374844),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SW 184 ST EUREKA DR,  Facility Carried by Structure: SR821 NB HEFT 14.1
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.607,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 870404,  Location: 2.3 MILES NORTH OF US-1 (Lat: 25.612608,  Lng: -80.378272),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 79,200 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 168 ST,  Facility Carried by Structure: SR821 NB HEFT 15.2
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 24.441,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)