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

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Structure Number: 10055,  Location: 0.2 MI NORTH OF GUNN HWY (Lat: 28.068306,  Lng: -82.566000),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,717 (year 2028),  Design Load: HS 20,  Features Intersected: ROCKY CREEK II
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.767,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 22.9m (75.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100551,  Location: 0.2MI NORTH OF GUNN HWY (Lat: 28.068306,  Lng: -82.566111),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,717 (year 2028),  Design Load: HS 20,  Features Intersected: ROCKY CREEK II
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.767,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 22.9m (75.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100552,  Location: 0.5 MI S OF BELLAMY RD (Lat: 28.079306,  Lng: -82.562139),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,717 (year 2028),  Design Load: HS 20,  Features Intersected: EHRLICH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.943,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100553,  Location: 0.5 MI S OF BELLAMY RD (Lat: 28.079306,  Lng: -82.562139),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,717 (year 2028),  Design Load: HS 20,  Features Intersected: EHRLICH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.947,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100554,  Location: .5 MI N OF EHRLICH RD (Lat: 28.084694,  Lng: -82.557806),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20,  Features Intersected: BELLAMY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.754,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100555,  Location: .5 MI N OF EHRLICH RD (Lat: 28.084694,  Lng: -82.557806),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20,  Features Intersected: BELLAMY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.709,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  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: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100556,  Location: 1.5 MI N OF EHRLICH ROAD (Lat: 28.091667,  Lng: -82.545194),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RAWLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.407,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100557,  Location: 1.5 MI N OF EHRLICH ROAD (Lat: 28.091667,  Lng: -82.545194),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RAWLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100558,  Location: 1.9MI N OF EHRLICH ROAD (Lat: 28.098389,  Lng: -82.542444),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HUTCHISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.059,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  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: 68.1 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: 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 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100559,  Location: 1.9MI N OF EHRLICH ROAD (Lat: 28.098389,  Lng: -82.542444),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,471 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HUTCHISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.027,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10056,  Location: 1.6MI N OF SUGARWOOD TOLL (Lat: 28.106056,  Lng: -82.542694),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: HATTON WILCOX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.060,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100561,  Location: 1.6MI N OF SUGARWOOD TOLL (Lat: 28.106056,  Lng: -82.542694),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: HATTON WILCOX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.047,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100562,  Location: 2.2MI N OF SUGARWOOD TOLL (Lat: 28.113972,  Lng: -82.545417),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE LECLARE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.958,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100563,  Location: 2.2MI N OF SUGARWOOD TOLL (Lat: 28.113972,  Lng: -82.545417),  Route carried "on" structure: State highway 589,  Year Built: 1994,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE LECLARE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.958,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.1 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 desirable 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: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100567,  Location: 2.0MI W OF DALE MABRY (Lat: 28.126556,  Lng: -82.533472),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.2 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: Equal to present desirable 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 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100568,  Location: 2.0MI W OF DALE MABRY (Lat: 28.126556,  Lng: -82.533472),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE SHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.2 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: Equal to present desirable 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 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100569,  Location: 1.7 MI W OF DALE MABRY (Lat: 28.127861,  Lng: -82.530389),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: VAN DYKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.926,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.9m (134.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very 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: 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 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10057,  Location: 1.7 MI W OF DALE MABRY (Lat: 28.127861,  Lng: -82.530389),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,124 (year 2028),  Design Load: HS 20,  Features Intersected: VAN DYKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.967,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100624,  Location: 2.8MI N OF SUGARWOOD TOLL (Lat: 28.122222,  Lng: -82.546111),  Route carried "on" structure: State highway 589,  Year Built: 1999,  Status: Open,  Structure Length: 11.50m (37.73ft),  Average Daily Traffic: 45,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,249 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SUNCOAST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.882,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very 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,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104208,  Location: 0.4 MI S OF FLETCHER AV (Lat: 28.055333,  Lng: -82.501167),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 5,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,550 (year 2027),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: ORANGE GROVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10426,  Location: 0.9MI WEST OF FLORIDA AVE (Lat: 28.088778,  Lng: -82.474722),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 10,890 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,613 (year 2027),  Design Load: HS 20,  Features Intersected: LAKE ALBRIGHT,  Facility Carried by Structure: BEARSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104291,  Location: 0.7MI S OF BEARSS AVE (Lat: 28.073611,  Lng: -82.500139),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,565 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,027 (year 2027),  Design Load: HS 20,  Features Intersected: MAGDALENE CANAL,  Facility Carried by Structure: EHRLICH ROAD
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: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 100552,  Location: 0.5 MI S OF BELLAMY RD (Lat: 28.079306,  Lng: -82.562139),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Features Intersected: EHRLICH RD,  Facility Carried by Structure: SR 589 VET SB 10.2
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 13.943,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 100553,  Location: 0.5 MI S OF BELLAMY RD (Lat: 28.079306,  Lng: -82.562139),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 26,350 (year 2006),  Truck Traffic: 9%,  Features Intersected: EHRLICH RD,  Facility Carried by Structure: SR 589 VET NB 10.2
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 13.947,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 100554,  Location: .5 MI N OF EHRLICH RD (Lat: 28.084694,  Lng: -82.557806),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: BELLAMY RD,  Facility Carried by Structure: SR 589 VET SB 10.6
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 14.754,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 100555,  Location: .5 MI N OF EHRLICH RD (Lat: 28.084694,  Lng: -82.557806),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: BELLAMY RD,  Facility Carried by Structure: SR 589 VET NB 10.6
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 14.709,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 100556,  Location: 1.5 MI N OF EHRLICH ROAD (Lat: 28.091667,  Lng: -82.545194),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: RAWLS RD,  Facility Carried by Structure: SR 589 VET SB 11.6
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 16.407,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 100557,  Location: 1.5 MI N OF EHRLICH ROAD (Lat: 28.091667,  Lng: -82.545194),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: RAWLS RD,  Facility Carried by Structure: SR 589 VET NB 11.6
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 16.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 100558,  Location: 1.9MI N OF EHRLICH ROAD (Lat: 28.098389,  Lng: -82.542444),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: HUTCHISON RD,  Facility Carried by Structure: SR 589 VET SB 11.9
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 17.059,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 100559,  Location: 1.9MI N OF EHRLICH ROAD (Lat: 28.098389,  Lng: -82.542444),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 22,750 (year 2006),  Truck Traffic: 7%,  Features Intersected: HUTCHISON RD,  Facility Carried by Structure: SR 589 VET NB 11.9
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 17.027,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 10056,  Location: 1.6MI N OF SUGARWOOD TOLL (Lat: 28.106056,  Lng: -82.542694),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 2 (year 1994),  Truck Traffic: 3%,  Features Intersected: HATTON WILCOX RD,  Facility Carried by Structure: SR 589 VET SB 12.6
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.806,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 100561,  Location: 1.6MI N OF SUGARWOOD TOLL (Lat: 28.106056,  Lng: -82.542694),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: HATTON WILCOX RD,  Facility Carried by Structure: SR 589 VET NB 12.6
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 18.047,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 100562,  Location: 2.2MI N OF SUGARWOOD TOLL (Lat: 28.113972,  Lng: -82.545417),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: LAKE LECLARE RD,  Facility Carried by Structure: SR 589 VET SB 13.2
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 18.958,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 100563,  Location: 2.2MI N OF SUGARWOOD TOLL (Lat: 28.113972,  Lng: -82.545417),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: LAKE LECLARE RD,  Facility Carried by Structure: SR 589 VET NB 13.2
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 18.958,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 100567,  Location: 2.0MI W OF DALE MABRY (Lat: 28.126556,  Lng: -82.533472),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: LAKE SHORE RD,  Facility Carried by Structure: SR 568 SPUR WB 1.0
Minimum Vertical Clearance: 0.54m (1.77ft),  Kilometerpoint: 1.564,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 100568,  Location: 2.0MI W OF DALE MABRY (Lat: 28.126556,  Lng: -82.533472),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: LAKE SHORE RD,  Facility Carried by Structure: SR 568 SPUR EB 1.0
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.564,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 100569,  Location: 1.7 MI W OF DALE MABRY (Lat: 28.127861,  Lng: -82.530389),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: VAN DYKE RD,  Facility Carried by Structure: SR 568 SPUR WB 1.2
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 1.844,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.9m (134.2ft)

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Structure Number: 10057,  Location: 1.7 MI W OF DALE MABRY (Lat: 28.127861,  Lng: -82.530389),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Features Intersected: VAN DYKE RD,  Facility Carried by Structure: SR 568 SPUR EB 1.2
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 1.967,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 100624,  Location: 2.8MI N OF SUGARWOOD TOLL (Lat: 28.122222,  Lng: -82.546111),  Route carried "under" structure: State highway 589,  Year Built: 1999,  Structure Length: 11.50m (37.73ft),  Average Daily Traffic: 45,100 (year 2006),  Truck Traffic: 7%,  Features Intersected: SUNCOAST PARKWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.882,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)