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

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Structure Number: 100026,  Location: 3.7MI NE OF I-75 (Lat: 28.098611,  Lng: -82.311317),  Route carried "on" structure: County highway 579,  Year Built: 1963,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 3,747 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,684 (year 2042),  Design Load: H 20,  Features Intersected: HILLSBOROUGH RIVER,  Facility Carried by Structure: MORRIS BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.426,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100052,  Location: 3.0 MILES NORTH OF CR-579 (Lat: 28.091419,  Lng: -82.263767),  Route carried "on" structure: US 301,  Year Built: 1972,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: FLINT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.998,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100053,  Location: 3.6MI NORTH OF CR-579 (Lat: 28.097822,  Lng: -82.255344),  Route carried "on" structure: US 301,  Year Built: 1972,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HOLLOMANS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10038,  Location: 0.6MI EAST OF I-75 (Lat: 28.073444,  Lng: -82.346181),  Route carried "on" structure: County highway 579,  Year Built: 1979,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 4,260 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,325 (year 2042),  Features Intersected: TAMPA BYPASS CANAL 135,  Facility Carried by Structure: MORRIS BRG. RD. SB
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),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100389,  Location: 0.6MI EAST OF I-75 (Lat: 28.073253,  Lng: -82.346186),  Route carried "on" structure: County highway 579,  Year Built: 1982,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 4,480 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,600 (year 2042),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL 135,  Facility Carried by Structure: MORRIS BRG. RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.663,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100398,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005850,  Lng: -82.327308),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.78m (35.37ft),  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: 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: 22.5m (73.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100399,  Location: 0.6 MILE EAST OF I-75 (Lat: 28.054297,  Lng: -82.345261),  Route carried "on" structure: State highway 582,  Year Built: 1979,  Status: Open,  Structure Length: 11.07m (36.32ft),  Average Daily Traffic: 8,450 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,661 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.179,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: 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: June 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 100433,  Location: 0.3 MI EAST OF US-301 (Lat: 28.036342,  Lng: -82.344322),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 3,605 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,506 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL,  Facility Carried by Structure: HARNEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.545,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: 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: 100472,  Location: 0.6 MILE EAST OF I-75 (Lat: 28.054092,  Lng: -82.345261),  Route carried "on" structure: State highway 582,  Year Built: 1985,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 8,450 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,661 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.179,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: 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: June 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100593,  Location: 3.4MI N/O JCT US301 & I-4 (Lat: 28.044975,  Lng: -82.345200),  Route carried "on" structure: US 301,  Year Built: 2016,  Status: Open,  Structure Length: 15.71m (51.54ft),  Average Daily Traffic: 17,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,056 (year 2042),  Design Load: HL 93,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.650,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100615,  Location: 5.0 MILES E OF I-75 (Lat: 28.022806,  Lng: -82.244667),  Route carried "on" structure: Interstate 4,  Year Built: 1998,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 66,250 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 114,944 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.038,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100848,  Location: 0.2 MI NORTH OF I-4 (Lat: 28.005528,  Lng: -82.327000),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2017,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 14,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,158 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP D-1 TO I-75 NB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.961,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100849,  Location: 0.3 MI NORTH OF I-4 (Lat: 28.006361,  Lng: -82.327056),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2017,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 14,800 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,800 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP B-1 OVER SLIGH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.7m (71.2ft),  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: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100951,  Location: 2.4 MILES NORTH OF CR-579 (Lat: 28.086278,  Lng: -82.271028),  Route carried "on" structure: US 301,  Year Built: 1972,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.084,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104294,  Location: 0.7MI N/O CR-582 (Lat: 28.087278,  Lng: -82.226389),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 722 (year 2040),  Design Load: HS 20,  Features Intersected: BRAHMA CREEK,  Facility Carried by Structure: FIVE ACRE ROAD
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 104406,  Location: 0.9MI S OF US-301 (Lat: 28.093794,  Lng: -82.249158),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 1,100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,375 (year 2042),  Features Intersected: HOLLOMANS CREEK,  Facility Carried by Structure: MCINTOSH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104407,  Location: 0.8MI N OF FRANKLIN RD (Lat: 28.093250,  Lng: -82.240944),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2042),  Design Load: H 15,  Features Intersected: HOLLOMANS BRANCH,  Facility Carried by Structure: IKE SMITH ROAD
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),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104409,  Location: 3.8MI S OF US-301 (Lat: 28.052794,  Lng: -82.249158),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 2,630 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,287 (year 2042),  Design Load: H 15,  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10441,  Location: 0.1MI NORTH OF GORE RD. (Lat: 28.026300,  Lng: -82.236519),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,256 (year 2042),  Design Load: H 15,  Features Intersected: PEMBERTON CREEK,  Facility Carried by Structure: GALLAGHER ROAD
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: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104439,  Location: 1MI N OF KNIGHTS-GRIFFIN (Lat: 28.090222,  Lng: -82.220342),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 50 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 63 (year 2042),  Design Load: HS 20,  Features Intersected: HOLLOMANS BRANCH,  Facility Carried by Structure: PLESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 79.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: January 2022,  Underwater Inspection Date: December 2021

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Structure Number: 10444,  Location: 0.5MI NORTH OF I-4 (Lat: 28.028269,  Lng: -82.244700),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,125 (year 2041),  Design Load: H 20,  Features Intersected: PEMBERTON CREEK,  Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 104442,  Location: 1.1MI W OF McINTOSH RD (Lat: 28.025236,  Lng: -82.263422),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 770 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 962 (year 2041),  Features Intersected: CHIPCO CANAL,  Facility Carried by Structure: MUCK POND ROAD
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: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 10447,  Location: 0.9MI N OF MUCK POND ROAD (Lat: 28.036908,  Lng: -82.259519),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2041),  Design Load: H 20,  Features Intersected: PEMBERTON CREEK,  Facility Carried by Structure: PEMBERTON CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 104471,  Location: 0.4MI N/O THONOTOSASSA RD (Lat: 28.052017,  Lng: -82.236608),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,100 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,375 (year 2042),  Design Load: HS 20,  Features Intersected: BR. CAMPBELL CRK.,  Facility Carried by Structure: GALLAGHER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 104477,  Location: 0.4MI N OF US-92 (Lat: 28.028908,  Lng: -82.215931),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 840 (year 2041),  Design Load: HS 20,  Features Intersected: PEMBERTON CREEK,  Facility Carried by Structure: FRITZKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior 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: 104478,  Location: 1.2MI W OF MCINTOSH RD. (Lat: 28.047972,  Lng: -82.267944),  Route carried "on" structure: County highway 580,  Year Built: 1998,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 2,450 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,062 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: BAKER CREEK,  Facility Carried by Structure: THONOTOSASSA RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.329,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104803,  Location: 0.8MI W of MCINTOSH ROAD (Lat: 28.076278,  Lng: -82.263167),  Route carried "on" structure: County highway 582,  Year Built: 2007,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 4,363 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,881 (year 2040),  Design Load: HL 93,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.503,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100398,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005850,  Lng: -82.327308),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: SLIGH AVE & RAMP D-1,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 100398,  Location: 0.2MI NORTH OF I-4 (Lat: 28.005850,  Lng: -82.327308),  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 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 100848,  Location: 0.2 MI NORTH OF I-4 (Lat: 28.005528,  Lng: -82.327000),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: RAMP D-1 TO I-75 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 100849,  Location: 0.3 MI NORTH OF I-4 (Lat: 28.006361,  Lng: -82.327056),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: RAMP B-1 OVER SLIGH AVE,  Facility Carried by Structure: I-4 EB TO I-75 NB
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)