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

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Structure Number: 87001,  Location: 0.11M N OF SW 296 ST (Lat: 25.500000,  Lng: -80.416667),  Route carried "on" structure: US 1,  Year Built: 1966,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 15,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,893 (year 2028),  Design Load: HS 20,  Features Intersected: MOWRY CANAL C-103,  Facility Carried by Structure: SR-5 SB (870228)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.158,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870017,  Location: S OF SW 264 ST (Lat: 25.500000,  Lng: -80.383333),  Route carried "on" structure: US 1,  Year Built: 1967,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,495 (year 2028),  Design Load: HS 20,  Features Intersected: MOWRY CANAL C-103-C,  Facility Carried by Structure: SR-5 SB (870240)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87017,  Location: 7.5 MILES SOUTH OF US-1 (Lat: 25.499517,  Lng: -80.417550),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 32,100 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,694 (year 2030),  Design Load: HS 20,  Features Intersected: SW 288 ST BISCAYNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.459,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870171,  Location: 6.6 MILES SOUTH OF US-1 (Lat: 25.510833,  Lng: -80.412483),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,123 (year 2028),  Design Load: HS 20,  Features Intersected: SW 137 AVE & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.828,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870172,  Location: 5.9 MILES SOUTH OF US-1 (Lat: 25.518183,  Lng: -80.405133),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,123 (year 2028),  Design Load: HS 20,  Features Intersected: SW 268 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.952,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87018,  Location: 7.6 MILES SOUTH OF US-1 (Lat: 25.494283,  Lng: -80.418567),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 24,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,640 (year 2028),  Design Load: HS 20,  Features Intersected: CANAL C-103-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.849,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870228,  Location: 0.11M N OF SW 296 ST (Lat: 25.491667,  Lng: -80.455000),  Route carried "on" structure: US 1,  Year Built: 1966,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 15,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,893 (year 2028),  Design Load: HS 20,  Features Intersected: MOWRY CANAL C-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.158,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 0.4m (1.3ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87024,  Location: S OF SW 264 ST (Lat: 25.500000,  Lng: -80.383333),  Route carried "on" structure: US 1,  Year Built: 1967,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,495 (year 2028),  Design Load: HS 20,  Features Intersected: MOWRY CANAL C-103-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870381,  Location: 7.5 MILES SOUTH OF US-1 (Lat: 25.499500,  Lng: -80.417183),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 32,100 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,694 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SW 288 ST BISCAYNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.462,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870382,  Location: 6.6 MILES SOUTH OF US-1 (Lat: 25.510517,  Lng: -80.412467),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 32,100 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,694 (year 2028),  Design Load: HS 20,  Features Intersected: SW 137 AVE & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.786,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870383,  Location: 5.9 MILES SOUTH OF US-1 (Lat: 25.518183,  Lng: -80.404500),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,123 (year 2028),  Design Load: HS 20,  Features Intersected: SW 268 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.992,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870391,  Location: 7.6 MILES SOUTH OF US-1 (Lat: 25.494122,  Lng: -80.418317),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 24,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,640 (year 2030),  Design Load: HS 20,  Features Intersected: CANAL C-103-N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.842,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 874104,  Location: 900 ft N of SW 296th St (Lat: 25.493889,  Lng: -80.453333),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 3,171 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,166 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-103,  Facility Carried by Structure: W Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.3m (50.2ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874105,  Location: 600 ft. E/O US-1 (Lat: 25.492000,  Lng: -80.451944),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,320 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,250 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-103 Mowry,  Facility Carried by Structure: SW 296th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874755,  Location: 1.1 miles E/O US 1 (Lat: 25.506667,  Lng: -80.420833),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,289 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,893 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-103-N,  Facility Carried by Structure: SW 280th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to 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: May 2006,  Underwater Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87017,  Location: 7.5 MILES SOUTH OF US-1 (Lat: 25.499517,  Lng: -80.417550),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 32,100 (year 2008),  Truck Traffic: 8%,  Features Intersected: SW 288 ST BISCAYNE DR,  Facility Carried by Structure: SR821 SB HEFT 5.21
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 8.459,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870171,  Location: 6.6 MILES SOUTH OF US-1 (Lat: 25.510833,  Lng: -80.412483),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Features Intersected: SW 137 AVE & RR,  Facility Carried by Structure: SR821 SB HEFT 6.06
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 9.828,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 870172,  Location: 5.9 MILES SOUTH OF US-1 (Lat: 25.518183,  Lng: -80.405133),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Features Intersected: SW 268 ST,  Facility Carried by Structure: SR821 SB HEFT 6.76
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.952,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 870381,  Location: 7.5 MILES SOUTH OF US-1 (Lat: 25.499500,  Lng: -80.417183),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 32,100 (year 2008),  Truck Traffic: 8%,  Features Intersected: SW 288 ST BISCAYNE DR,  Facility Carried by Structure: SR821 NB HEFT 5.2
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 8.462,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870382,  Location: 6.6 MILES SOUTH OF US-1 (Lat: 25.510517,  Lng: -80.412467),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 32,100 (year 2006),  Truck Traffic: 8%,  Features Intersected: SW 137 AVE & RR,  Facility Carried by Structure: SR821 NB HEFT 6.04
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 9.786,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 870383,  Location: 5.9 MILES SOUTH OF US-1 (Lat: 25.518183,  Lng: -80.404500),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33,500 (year 2006),  Truck Traffic: 8%,  Features Intersected: SW 268 ST,  Facility Carried by Structure: SR821 NB HEFT 6.78
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.992,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)