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

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Structure Number: 870178,  Location: 0.4 MI S OF CAMPBELL DRIV (Lat: 25.474483,  Lng: -80.444800),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 8.34m (27.36ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MOWRY CANAL C-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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,  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

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Structure Number: 870179,  Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477475,  Lng: -80.439939),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 312 ST CAMPBELL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.917,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870192,  Location: 1 MILE NORTH OF US-1 (Lat: 25.462511,  Lng: -80.462436),  Route carried "on" structure: State highway 821,  Year Built: 1974,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 328 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870193,  Location: 0.5 MILE S OF CAMPBELL DR (Lat: 25.469325,  Lng: -80.452556),  Route carried "on" structure: State highway 821,  Year Built: 1974,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 162 AVE FARM LIFE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.401,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870389,  Location: 0.4 MI S OF CAMPBELL DRIV (Lat: 25.474483,  Lng: -80.444203),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 8.34m (27.36ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MOWRY CANAL C-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.410,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87039,  Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477456,  Lng: -80.439367),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,616 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 312 ST CAMPBELL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.994,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870399,  Location: 1.0 MILE NORTH OF US-1 (Lat: 25.462522,  Lng: -80.461969),  Route carried "on" structure: State highway 821,  Year Built: 1974,  Status: Open,  Structure Length: 9.06m (29.72ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 328 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.182,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8704,  Location: 0.5 MI S OF CAMPBELL DR (Lat: 25.469008,  Lng: -80.452550),  Route carried "on" structure: State highway 821,  Year Built: 1974,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 162 AVE FARM LIFE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.368,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870902,  Location: SB ON RMP SR821 CMPBLL DR (Lat: 25.474464,  Lng: -80.445181),  Route carried "on" structure: Ramp State highway 821,  Year Built: 2001,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,296 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANAL C-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.5 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870903,  Location: NB OFF RMP SR821 CMPBLL (Lat: 25.474481,  Lng: -80.443878),  Route carried "on" structure: Ramp State highway 821,  Year Built: 2001,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,296 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANAL C-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: 36.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 871102,  Location: 1.39 miles south of SR 94 (Lat: 25.660956,  Lng: -80.480519),  Route carried "on" structure: State highway 997,  Year Built: 2017,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,519 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-1W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.871,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871103,  Location: 1.39 miles south of SR 94 (Lat: 25.660961,  Lng: -80.480703),  Route carried "on" structure: State highway 997,  Year Built: 2018,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,519 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-1W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.871,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871177,  Location: 0.5 mi. N. of SR 974 (Lat: 25.583247,  Lng: -80.478142),  Route carried "on" structure: State highway 997,  Year Built: 2020,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,450 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,191 (year 2042),  Design Load: HL 93,  Features Intersected: C-102 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871178,  Location: 0.5 mi. N. of SR 974 (Lat: 25.583244,  Lng: -80.478364),  Route carried "on" structure: State highway 997,  Year Built: 2020,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,450 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,191 (year 2042),  Design Load: HL 93,  Features Intersected: C-102 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874099,  Location: 0.3 Mile S of SW 312 St. (Lat: 25.473639,  Lng: -80.412056),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 15,096 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,090 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 137th Ave. (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8741,  Location: 0.3 Mile S of SW 312 St. (Lat: 25.473639,  Lng: -80.411861),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 2,237 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,621 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 137th Ave. (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 55.6 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 874225,  Location: 0.4 Mile N of SW 288th St (Lat: 25.504722,  Lng: -80.469556),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 294 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 430 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 172nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.615,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: 11.9m (39.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874236,  Location: 0.15Mi. S of SW 320th St. (Lat: 25.468042,  Lng: -80.460786),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Closed,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 368 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 540 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-103,  Facility Carried by Structure: SE 12th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874242,  Location: 0.2 Mile S of SW 272nd St (Lat: 25.510556,  Lng: -80.485917),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 798 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,430 (year 2038),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 182nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.275,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  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: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: January 2000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 87425,  Location: 1 Mile E of US-1 (Lat: 25.470106,  Lng: -80.458850),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,800 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-103-S,  Facility Carried by Structure: SW 320th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874308,  Location: 0.15 Mi S of SW 312th St. (Lat: 25.474631,  Lng: -80.428133),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 220 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 378 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-103,  Facility Carried by Structure: SW 147th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.315,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.1m (26.6ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87431,  Location: 0.1 MI W of SW 157th Ave (Lat: 25.477417,  Lng: -80.446861),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 20,850 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,800 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 312th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.195,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.9 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,  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

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Structure Number: 874311,  Location: 0.2 Mile S of SW312th St. (Lat: 25.474550,  Lng: -80.436250),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,468 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,893 (year 2036),  Design Load: HS 20,  Features Intersected: Canal C-103,  Facility Carried by Structure: SB SW 152nd Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.834,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874313,  Location: 0.2 Mile S of SW312th St. (Lat: 25.474525,  Lng: -80.436136),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,468 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,893 (year 2036),  Design Load: HS 20,  Features Intersected: Canal C-103,  Facility Carried by Structure: NB SW 152nd Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.834,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874342,  Location: 1/4 Mile S of SW 264th St (Lat: 25.517194,  Lng: -80.518444),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,276 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,554 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 202nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87435,  Location: 1/4 Mi W of SW 187th Ave (Lat: 25.513644,  Lng: -80.498008),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 430 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 525 (year 2033),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 272nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874352,  Location: 1/4 Mile N of SW 272nd St (Lat: 25.517053,  Lng: -80.542739),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 284 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 462 (year 2033),  Design Load: HL 93,  Features Intersected: Canal C-103,  Facility Carried by Structure: SW 217th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.694,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874353,  Location: 0.4 Mi. W of SW 137th Ave (Lat: 25.477722,  Lng: -80.418250),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,946 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,846 (year 2036),  Design Load: HS 20,  Features Intersected: Canal C-103-N,  Facility Carried by Structure: SW 312th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.025,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874354,  Location: 0.1 Mile W of Turnpike (Lat: 25.499583,  Lng: -80.418972),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 16,842 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,648 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-103-N,  Facility Carried by Structure: SW 288th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.782,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874494,  Location: 3/4 Mile S of 296th St. (Lat: 25.481153,  Lng: -80.542303),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 478 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 613 (year 2041),  Design Load: HS 20,  Features Intersected: Canal C-113,  Facility Carried by Structure: SW 217th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  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: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87601,  Location: 0.3 Mi. S of SW 312th St. (Lat: 25.472944,  Lng: -80.452667),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,712 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,380 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-103S,  Facility Carried by Structure: SW 162nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.144,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870179,  Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477475,  Lng: -80.439939),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 312 ST CAMPBELL DR,  Facility Carried by Structure: SR821 SB HEFT 3.05
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 4.917,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 870192,  Location: 1 MILE NORTH OF US-1 (Lat: 25.462511,  Lng: -80.462436),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 328 ST,  Facility Carried by Structure: SR821 SB HEFT 1.30
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 870193,  Location: 0.5 MILE S OF CAMPBELL DR (Lat: 25.469325,  Lng: -80.452556),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 162 AVE FARM LIFE RD,  Facility Carried by Structure: SR821 SB HEFT 2.11
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 3.401,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 87039,  Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477456,  Lng: -80.439367),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 312 ST CAMPBELL DR,  Facility Carried by Structure: SR821 NB HEFT 3.1
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.994,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 870399,  Location: 1.0 MILE NORTH OF US-1 (Lat: 25.462522,  Lng: -80.461969),  Route carried "under" structure: Alternate City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 328 ST,  Facility Carried by Structure: SR821 NB HEFT 1.35
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 2.182,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8704,  Location: 0.5 MI S OF CAMPBELL DR (Lat: 25.469008,  Lng: -80.452550),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: SW 162 AVE FARM LIFE RD,  Facility Carried by Structure: SR821 NB HEFT 2.1
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 3.368,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)