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Bridge Statistics for East Lake-Orient Park, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 837ft / 255mTotal length
  • $11,000Total costs
  • 1,918,961Total average daily traffic
  • 209,814Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for East Lake-Orient Park
  • No street view available for this location

New bridges in East Lake-Orient Park, FL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 61970-1979
  • 281980-1989
  • 61990-1999
  • 12000-2009
Reconstructed bridges in East Lake-Orient Park, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in East Lake-Orient Park, FL
Average Bridge Truck Traffic in East Lake-Orient Park, FL
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 30.0%Very good
  • 65.0%Good
  • 5.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.0%Very good
  • 65.0%Good
  • 5.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.7%Excellent
  • 15.4%Very good
  • 69.2%Good
  • 7.7%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 100293,  Location: 0.5 MI EAST OF US-301 (Lat: 27.995564,  Lng: -82.350775),  Route carried "on" structure: Interstate 4,  Year Built: 1977,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 16.01m (52.53ft),  Average Daily Traffic: 77,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 134,462 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.081,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100336,  Location: 0.6MI NORTH OF SLIGH AVE (Lat: 28.017967,  Lng: -82.373978),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,600 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2042),  Design Load: HS 20,  Features Intersected: HARNEY CANAL C-136,  Facility Carried by Structure: HARNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.935,  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: 7,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 100369,  Location: 0.08MI East of Maple Lane (Lat: 27.997158,  Lng: -82.350681),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 15.61m (51.21ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL,  Facility Carried by Structure: EUREKA SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.491,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100371,  Location: 1.2Mi N OF DR MLK JR BLVD (Lat: 27.995000,  Lng: -82.350736),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 15.62m (51.25ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL,  Facility Carried by Structure: GARDEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100393,  Location: I-75 & I-4 INTERCHANGE (Lat: 28.002067,  Lng: -82.327308),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 128,500 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-4 AND RAMP C-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.512,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100395,  Location: 0.1MI NORTH OF I-4 (Lat: 28.004244,  Lng: -82.327536),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 64,250 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 NB TO I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.839,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100396,  Location: 0.1 MI NORTH OF I-4 (Lat: 28.004269,  Lng: -82.327156),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 128,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 160,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 NB TO I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.839,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100397,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005842,  Lng: -82.327706),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 64,250 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SLIGH AVE & RAMP D-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.991,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100416,  Location: I-4 & I-75 INTERCHANGE (Lat: 27.999692,  Lng: -82.327075),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 128,500 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-4 EB TO I-75 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.340,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100418,  Location: 0.2MI NORTH OF I-4 (Lat: 28.008625,  Lng: -82.327819),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 128,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 222,948 (year 2041),  Design Load: HL 93,  Features Intersected: HARNEY FLATS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.354,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 62.8m (206.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021
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Structure Number: 100424,  Location: 0.4MI S OF I-4 (SR-400) (Lat: 27.997061,  Lng: -82.327047),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,760 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-92 (SR-600)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.880,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 100426,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001528,  Lng: -82.330333),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,422 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-4 & RAMP A-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.195,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10043,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.005389,  Lng: -82.329361),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,555 (year 2041),  Design Load: HS 20,  Features Intersected: SLIGH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.343,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  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: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100432,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001900,  Lng: -82.328758),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 31.17m (102.26ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,495 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-4 & RAMPS A-1 & C-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.674,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 34.5m (113.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100473,  Location: 1.9MI NORTH OF I-4 (Lat: 28.028886,  Lng: -82.342000),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 64,250 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.962,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100474,  Location: 1.9MI NORTH OF I-4 (Lat: 28.029322,  Lng: -82.341892),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 64,250 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.001,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100592,  Location: 0.9MI N OF SR-574 (Lat: 27.995833,  Lng: -82.357681),  Route carried "on" structure: State highway 301,  Year Built: 1999,  Status: Open,  Structure Length: 11.56m (37.93ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HL 93,  Features Intersected: I-4 (SR-400)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.481,  Lanes on structure: 6,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 100596,  Location: 0.5 MI EAST OF US-301 (Lat: 27.995886,  Lng: -82.350722),  Route carried "on" structure: Interstate 4,  Year Built: 1999,  Status: Open,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 77,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 134,462 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.089,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100597,  Location: 0.5MI EAST OF US-301 (Lat: 27.996097,  Lng: -82.350717),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 1999,  Status: Open,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 23,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,905 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.357,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100687,  Location: 1.3MI NORTH OF I-4 (Lat: 28.013664,  Lng: -82.354247),  Route carried "on" structure: US 301,  Year Built: 2007,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: HARNEY CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.017,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104126,  Location: 0.2MI S OF MLK JR BLVD (Lat: 27.977933,  Lng: -82.346853),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 1,641 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,051 (year 2041),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: RIGA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10413,  Location: 0.2 MI S OF MLK JR BLVD. (Lat: 27.978881,  Lng: -82.350117),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,920 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,331 (year 2042),  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: COCONUT PALM DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 4 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: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 104156,  Location: 0.2MI. SOUTH OF SR-574 (Lat: 27.978253,  Lng: -82.335072),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,000 (year 2041),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: FAULKENBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021
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Structure Number: 100011,  Location: 1.3MI NORTH OF SR-60 (Lat: 27.967528,  Lng: -82.360500),  Route carried "under" structure: County highway 574,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: CR-574 & CSX R/R,  Facility Carried by Structure: US-301 SB (SR-43)
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 100102,  Location: 1.3 MILES NORTH OF SR-60 (Lat: 27.967558,  Lng: -82.360269),  Route carried "under" structure: County highway 574,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: CR-574,  Facility Carried by Structure: US-301 (SR-43 NB)
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.510,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 100393,  Location: I-75 & I-4 INTERCHANGE (Lat: 28.002067,  Lng: -82.327308),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-4 AND RAMP C-1,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 100393,  Location: I-75 & I-4 INTERCHANGE (Lat: 28.002067,  Lng: -82.327308),  Route carried "under" structure: Interstate 4,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2021),  Truck Traffic: 16%,  Features Intersected: I-4 AND RAMP C-1,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 7.25m (23.79ft),  Kilometerpoint: 25.547,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 100395,  Location: 0.1MI NORTH OF I-4 (Lat: 28.004244,  Lng: -82.327536),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 128,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75 NB TO I-4 WB
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.713,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 100396,  Location: 0.1 MI NORTH OF I-4 (Lat: 28.004269,  Lng: -82.327156),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75 NB TO I-4 WB
Minimum Vertical Clearance: 6.74m (22.11ft),  Kilometerpoint: 0.674,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 100397,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005842,  Lng: -82.327706),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: SLIGH AVE & RAMP D-1,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 100397,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005842,  Lng: -82.327706),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: SLIGH AVE & RAMP D-1,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 100416,  Location: I-4 & I-75 INTERCHANGE (Lat: 27.999692,  Lng: -82.327075),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-4 EB TO I-75 NB,  Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.232,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 100424,  Location: 0.4MI S OF I-4 (SR-400) (Lat: 27.997061,  Lng: -82.327047),  Route carried "under" structure: US 92,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2021),  Truck Traffic: 13%,  Features Intersected: US-92 (SR-600),  Facility Carried by Structure: I-4 EB TO I-75 SB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 12.233,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 100426,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001528,  Lng: -82.330333),  Route carried "under" structure: Interstate 4,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-4 & RAMP A-1
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 25.257,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 100426,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001528,  Lng: -82.330333),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: I-4 & RAMP A-1
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 10043,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.005389,  Lng: -82.329361),  Route carried "under" structure: County highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: SLIGH AVENUE,  Facility Carried by Structure: I-75 SB TO I-4
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 100432,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001900,  Lng: -82.328758),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-4 & RAMPS A-1 & C-1
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 100432,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001900,  Lng: -82.328758),  Route carried "under" structure: Interstate 4,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-4 & RAMPS A-1 & C-1
Minimum Vertical Clearance: 6.34m (20.80ft),  Kilometerpoint: 25.428,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 100432,  Location: I-4 & I-75 INTERCHANGE (Lat: 28.001900,  Lng: -82.328758),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: I-4 & RAMPS A-1 & C-1
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 100592,  Location: 0.9MI N OF SR-574 (Lat: 27.995833,  Lng: -82.357681),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: US-301
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.263,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 100592,  Location: 0.9MI N OF SR-574 (Lat: 27.995833,  Lng: -82.357681),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: US-301
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.540,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 100592,  Location: 0.9MI N OF SR-574 (Lat: 27.995833,  Lng: -82.357681),  Route carried "under" structure: Interstate 4,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: US-301
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 22.454,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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