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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 226ft / 68.8mTotal length
  • 621,310Total average daily traffic
  • 29,595Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Azalea Park
  • No street view available for this location

New bridges in Azalea Park, FL - historical statistics
  • New bridges - historical statistics
  • 11960-1969
  • 131970-1979
  • 11990-1999
  • 12000-2009
  • 42010-2019
Average Bridge Daily Traffic in Azalea Park, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Very good
  • 50.0%Good
  • 20.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 60.0%Good
  • 10.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Very good
  • 80.0%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 50.0%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 750126,  Location: 0.3 Mi E of Semoran Blvd (Lat: 28.539667,  Lng: -81.306000),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HS 20,  Features Intersected: Yucatan Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.933,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  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: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750129,  Location: SR-408 WB - SR-551 (Lat: 28.540664,  Lng: -81.285814),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HL 93,  Features Intersected: SR-551
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.915,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: High priority of corrective action,  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: 750185,  Location: 0.3 Mi E of Semoran Blvd. (Lat: 28.539400,  Lng: -81.306000),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HS 20,  Features Intersected: Yucatan Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.933,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750251,  Location: SR-408WB - Oxalis Drive (Lat: 28.539614,  Lng: -81.300381),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 73,250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 127,089 (year 2042),  Design Load: HS 20,  Features Intersected: Oxalis Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.483,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750252,  Location: SR-408 EB - Oxalis Drive (Lat: 28.539439,  Lng: -81.300367),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HS 20,  Features Intersected: Oxalis Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.483,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750253,  Location: SR-408 EB - SR-551 (Lat: 28.540503,  Lng: -81.285825),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HL 93,  Features Intersected: SR-551
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.915,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750482,  Location: 0.7 MI. S of SR-50 (Lat: 28.557144,  Lng: -81.285997),  Route carried "on" structure: State highway 551,  Year Built: 1997,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,858 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.107,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: June 2021
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Structure Number: 750562,  Location: 0.3 Mi East of SR-15A (Lat: 28.568331,  Lng: -81.280531),  Route carried "on" structure: State highway 50,  Year Built: 2009,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 51,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 88,485 (year 2042),  Design Load: HL 93,  Features Intersected: Outfall
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.721,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: December 2021
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Structure Number: 750741,  Location: 0.3 Mi W of Chickasaw Trl (Lat: 28.542444,  Lng: -81.282333),  Route carried "on" structure: Ramp State highway 408,  Year Built: 2012,  Status: Open,  Structure Length: 17.12m (56.17ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HL 93,  Features Intersected: SR-408 WB Off-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750742,  Location: 0.3 Mi W of Chickasaw Trl (Lat: 28.541750,  Lng: -81.282500),  Route carried "on" structure: Ramp State highway 408,  Year Built: 2012,  Status: Open,  Structure Length: 15.37m (50.43ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,624 (year 2042),  Design Load: HL 93,  Features Intersected: SR-408 EB On-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 754019,  Location: 1.3 Miles S of SR-50 (Lat: 28.548333,  Lng: -81.294139),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,422 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,649 (year 2042),  Design Load: HS 20,  Features Intersected: E-8 Canal,  Facility Carried by Structure: Forsyth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 754024,  Location: 0.4 mi North of SR-50 (Lat: 28.574531,  Lng: -81.269611),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,900 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,502 (year 2042),  Features Intersected: Little Econ River,  Facility Carried by Structure: Harrell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.665,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 16.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750126,  Location: 0.3 Mi E of Semoran Blvd (Lat: 28.539667,  Lng: -81.306000),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,068 (year 2020),  Truck Traffic: 5%,  Features Intersected: Yucatan Drive,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 750129,  Location: SR-408 WB - SR-551 (Lat: 28.540664,  Lng: -81.285814),  Route carried "under" structure: State highway 551,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-551,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.282,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 750185,  Location: 0.3 Mi E of Semoran Blvd. (Lat: 28.539400,  Lng: -81.306000),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,068 (year 2020),  Truck Traffic: 5%,  Features Intersected: Yucatan Drive,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 750251,  Location: SR-408WB - Oxalis Drive (Lat: 28.539614,  Lng: -81.300381),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,376 (year 2019),  Truck Traffic: 5%,  Features Intersected: Oxalis Drive,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 750252,  Location: SR-408 EB - Oxalis Drive (Lat: 28.539439,  Lng: -81.300367),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,376 (year 2019),  Truck Traffic: 5%,  Features Intersected: Oxalis Drive,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 750253,  Location: SR-408 EB - SR-551 (Lat: 28.540503,  Lng: -81.285825),  Route carried "under" structure: State highway 551,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-551,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.248,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 750741,  Location: 0.3 Mi W of Chickasaw Trl (Lat: 28.542444,  Lng: -81.282333),  Route carried "under" structure: Ramp Interstate 408,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-408 WB Off-Ramp
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 750742,  Location: 0.3 Mi W of Chickasaw Trl (Lat: 28.541750,  Lng: -81.282500),  Route carried "under" structure: Ramp State highway 408,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-408 EB On-Ramp
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: Toll bridge,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.7m (100.7ft)

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