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

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Structure Number: 100101,  Location: 0.3 MILE NORTH OF SR-60 (Lat: 27.953017,  Lng: -82.354744),  Route carried "on" structure: US 301,  Year Built: 1970,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,796 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.592,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100421,  Location: 0.8MI SOUTH OF SR-60 (Lat: 27.931972,  Lng: -82.330786),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 89,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 155,282 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MEMORIAL GARDENS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.810,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 62.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2021

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Structure Number: 100468,  Location: 0.9MI N OF SR-60 (Lat: 27.952222,  Lng: -82.328086),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 70,750 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,751 (year 2041),  Design Load: HL 93,  Features Intersected: WOODBERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.051,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100469,  Location: 0.9MI N OF SR-60 (Lat: 27.952225,  Lng: -82.327692),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 70,750 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,751 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOODBERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.056,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100471,  Location: 0.6MI NORTH OF SR-60 (Lat: 27.950106,  Lng: -82.328008),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 70,750 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,751 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.826,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100484,  Location: 2MI SOUTH OF SR-618 (Lat: 27.902739,  Lng: -82.343456),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 5,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-301/SR-43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.484,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.8m (114.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100485,  Location: 2MI SOUTH OF SR-618 (Lat: 27.903483,  Lng: -82.343897),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 71,750 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 124,486 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-301/SR-43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.338,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 100487,  Location: 0.9MI SOUTH OF SR-60 (Lat: 27.927539,  Lng: -82.331483),  Route carried "on" structure: State highway 618,  Year Built: 1985,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 42,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,125 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.722,  Lanes on structure: 1,  Lanes under structure: 16,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  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: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100488,  Location: 0.8MI SOUTH OF SR-60 (Lat: 27.928222,  Lng: -82.331289),  Route carried "on" structure: State highway 618,  Year Built: 1985,  Status: Open,  Structure Length: 15.17m (49.77ft),  Average Daily Traffic: 21,250 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,869 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.729,  Lanes on structure: 2,  Lanes under structure: 16,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100491,  Location: 0.4MI NORTH OF US-301 (Lat: 27.908775,  Lng: -82.339908),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,302 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75NB - SR618WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.184,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 81.1m (266.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 54.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100494,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941769,  Lng: -82.329853),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,350 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.497,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100495,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941647,  Lng: -82.329594),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 44,750 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 77,641 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.852,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100496,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941528,  Lng: -82.329203),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 44,750 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 77,641 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.839,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100497,  Location: 1.3MI SOUTH OF SR-60 (Lat: 27.923011,  Lng: -82.332922),  Route carried "on" structure: County highway 676,  Year Built: 1985,  Status: Open,  Structure Length: 22.48m (73.75ft),  Average Daily Traffic: 25,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,242 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: CAUSEWAY BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.568,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100498,  Location: 1.1MI SOUTH OF SR-60 (Lat: 27.925461,  Lng: -82.333008),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1987,  Status: Open,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 27,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,845 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR618EB - I-75 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 87.1m (285.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100502,  Location: 0.8 MILE SOUTH OF SR-60 (Lat: 27.936736,  Lng: -82.352675),  Route carried "on" structure: US 301,  Year Built: 1985,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DELANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.800,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 100574,  Location: 0.4 MILE NORTH OF SR-60 (Lat: 27.955556,  Lng: -82.355556),  Route carried "on" structure: US 301,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRUCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.925,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 100595,  Location: 0.5 MI E OF US-301 (Lat: 27.995325,  Lng: -82.350747),  Route carried "on" structure: Ramp US 92,  Year Built: 2001,  Status: Open,  Structure Length: 16.01m (52.53ft),  Average Daily Traffic: 8,600 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,921 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BYPASS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.3 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 desirable 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: 100851,  Location: INTERSECTION SR-60 & I-75 (Lat: 27.941000,  Lng: -82.329083),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2021,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 21,900 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,700 (year 2041),  Design Load: HL 93,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.835,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.0 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10091,  Location: 0.3 MILE NORTH OF SR-60 (Lat: 27.953042,  Lng: -82.354881),  Route carried "on" structure: US 301,  Year Built: 1937,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,796 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.598,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104103,  Location: 75YDS EAST OF US-301 (Lat: 27.955914,  Lng: -82.354881),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 750 (year 2022),  Truck Traffic: 25%,  Average Future Daily Traffic: 938 (year 2042),  Design Load: H 15,  Features Intersected: APEX CREEK,  Facility Carried by Structure: OLD HOPEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 104138,  Location: 3.3 MI. EAST OF US-301 (Lat: 27.893367,  Lng: -82.284194),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,090 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,362 (year 2040),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: BLOOMINGDALE PLAZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: 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: April 2020

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Structure Number: 104141,  Location: 0.2MI N/O BLOOMINGDALE AV (Lat: 27.896953,  Lng: -82.293975),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,125 (year 2040),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: KINGS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104142,  Location: 2.4MI. EAST OF US-301 (Lat: 27.893642,  Lng: -82.298547),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,250 (year 2040),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: BLOOMINGDALE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.854,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104145,  Location: 3.2MI. EAST OF US-301 (Lat: 27.893619,  Lng: -82.284992),  Route carried "on" structure: County highway 676A,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 22,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,700 (year 2040),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: BLOOMINGDALE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.201,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 104146,  Location: 110FT W OF BUCKHORN CK RD (Lat: 27.895944,  Lng: -82.296636),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 810 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,012 (year 2040),  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: CREEK BRIDGE RD.
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: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 104147,  Location: 300FT N OF BLOOMINGDALE (Lat: 27.894256,  Lng: -82.285731),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 14,332 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,198 (year 2040),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: JOHN MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: April 2020

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Structure Number: 100468,  Location: 0.9MI N OF SR-60 (Lat: 27.952222,  Lng: -82.328086),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: WOODBERRY ROAD,  Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 100469,  Location: 0.9MI N OF SR-60 (Lat: 27.952225,  Lng: -82.327692),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 30%,  Features Intersected: WOODBERRY ROAD,  Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 100484,  Location: 2MI SOUTH OF SR-618 (Lat: 27.902739,  Lng: -82.343456),  Route carried "under" structure: US 301,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: US-301/SR-43
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 30.898,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)

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Structure Number: 100485,  Location: 2MI SOUTH OF SR-618 (Lat: 27.903483,  Lng: -82.343897),  Route carried "under" structure: US 301,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: US-301/SR-43,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 30.983,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 100487,  Location: 0.9MI SOUTH OF SR-60 (Lat: 27.927539,  Lng: -82.331483),  Route carried "under" structure: Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 89,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-75 (SR-93A)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 35.253,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100487,  Location: 0.9MI SOUTH OF SR-60 (Lat: 27.927539,  Lng: -82.331483),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75 (SR-93A)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.118,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100487,  Location: 0.9MI SOUTH OF SR-60 (Lat: 27.927539,  Lng: -82.331483),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75 (SR-93A)
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 3.470,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100488,  Location: 0.8MI SOUTH OF SR-60 (Lat: 27.928222,  Lng: -82.331289),  Route carried "under" structure: Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 89,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: SR-618 WB RAMP C
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 35.327,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100488,  Location: 0.8MI SOUTH OF SR-60 (Lat: 27.928222,  Lng: -82.331289),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: SR-618 WB RAMP C
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100488,  Location: 0.8MI SOUTH OF SR-60 (Lat: 27.928222,  Lng: -82.331289),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: SR-618 WB RAMP C
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 100491,  Location: 0.4MI NORTH OF US-301 (Lat: 27.908775,  Lng: -82.339908),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75NB - SR618WB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 81.1m (266.1ft)

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Structure Number: 100494,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941769,  Lng: -82.329853),  Route carried "under" structure: State highway 60,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 78,500 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR-60,  Facility Carried by Structure: I-75 SB RAMP
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 10.738,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100494,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941769,  Lng: -82.329853),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR-60
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100495,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941647,  Lng: -82.329594),  Route carried "under" structure: State highway 60,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 78,500 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR-60,  Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.762,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100496,  Location: INTERSECTION SR-60&I-75 (Lat: 27.941528,  Lng: -82.329203),  Route carried "under" structure: State highway 60,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 78,500 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR-60,  Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 10.802,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100497,  Location: 1.3MI SOUTH OF SR-60 (Lat: 27.923011,  Lng: -82.332922),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: CAUSEWAY BLVD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 34.693,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 100497,  Location: 1.3MI SOUTH OF SR-60 (Lat: 27.923011,  Lng: -82.332922),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: CAUSEWAY BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 34.691,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 100497,  Location: 1.3MI SOUTH OF SR-60 (Lat: 27.923011,  Lng: -82.332922),  Route carried "under" structure: Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: CAUSEWAY BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 34.714,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 100497,  Location: 1.3MI SOUTH OF SR-60 (Lat: 27.923011,  Lng: -82.332922),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-75 (SR-93A),  Facility Carried by Structure: CAUSEWAY BLVD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 34.693,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 100498,  Location: 1.1MI SOUTH OF SR-60 (Lat: 27.925461,  Lng: -82.333008),  Route carried "under" structure: Ramp State highway 618,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR618EB - I-75 SB,  Facility Carried by Structure: I-75 SB TO US-301
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 87.1m (285.8ft)

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Structure Number: 100851,  Location: INTERSECTION SR-60 & I-75 (Lat: 27.941000,  Lng: -82.329083),  Route carried "under" structure: State highway 60,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR-60,  Facility Carried by Structure: I-75 NB RAMP B-3
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 10.802,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.6m (162.7ft)