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

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Structure Number: 750424,  Location: SR-417 Hunters Vista Blvd (Lat: 28.356950,  Lng: -81.452317),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Hunters Vista Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.519,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.7m (143.4ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 62.5 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750425,  Location: SR-417 Hunters Vista Blvd (Lat: 28.357278,  Lng: -81.452250),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Hunters Vista Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.535,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 61.7 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750426,  Location: 1.3 Mi South of Jn Yng Pk (Lat: 28.359403,  Lng: -81.443139),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 25.85m (84.81ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shingle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.354,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750427,  Location: 1.3 Mi South of Jn Yng Pk (Lat: 28.359094,  Lng: -81.443222),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 24.90m (81.69ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750428,  Location: SR-417 Town Loop Blvd. (Lat: 28.366767,  Lng: -81.432983),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: Town Loop Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.775,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750429,  Location: SR-417 Town Loop Blvd. (Lat: 28.366553,  Lng: -81.432808),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: Town Loop Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.772,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75043,  Location: SR-417 John Young Pkwy (Lat: 28.372831,  Lng: -81.425831),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-423 John Yng Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.731,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.9m (203.1ft),  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750431,  Location: SR-417 John Young Pkwy (Lat: 28.372514,  Lng: -81.425817),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-423 John Yng Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.713,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.8m (206.0ft),  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750432,  Location: SR-417 SB Off Ramp-SR-423 (Lat: 28.373022,  Lng: -81.425836),  Route carried "on" structure: Ramp State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,420 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-423 John Young Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.298,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.8m (202.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750433,  Location: SR-417 US-17/SR-500 (Lat: 28.372397,  Lng: -81.404525),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,002 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17/SR-500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.910,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750434,  Location: SR-417 US-17/SR-500 (Lat: 28.372742,  Lng: -81.404533),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,002 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17/SR-500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.926,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750474,  Location: 1.8 MI N OF Osceola Pwy (Lat: 28.351489,  Lng: -81.491614),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 535
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.904,  Lanes on structure: 2,  Lanes under structure: 5,  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: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750475,  Location: 1.8 MI N OF OSCEOLA PKWY (Lat: 28.351281,  Lng: -81.491453),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 535
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.904,  Lanes on structure: 2,  Lanes under structure: 5,  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: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750476,  Location: 5.0 MI N OF I-4 SR 400 (Lat: 28.356750,  Lng: -81.482875),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.947,  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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750477,  Location: 5.0 MI N OF I-4 SR 400 (Lat: 28.356589,  Lng: -81.482475),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.979,  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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750478,  Location: 4.65 MI N OF I-4 SR 400 (Lat: 28.354619,  Lng: -81.487617),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PROPOSED ROAD A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.424,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750479,  Location: 4.65 MI N OF I-4 SR 400 (Lat: 28.354453,  Lng: -81.487406),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 19,450 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,746 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PROPOSED ROAD A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.424,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75048,  Location: 1.7 Mi South of CR-423 (Lat: 28.357872,  Lng: -81.448869),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 70,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 121,450 (year 2042),  Design Load: HS 20,  Features Intersected: Carter's Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.863,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 750565,  Location: .26 Mi. N of Osceola Line (Lat: 28.351747,  Lng: -81.404436),  Route carried "on" structure: US 600,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,328 (year 2042),  Features Intersected: Stream,  Facility Carried by Structure: US-441
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.422,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 754138,  Location: 1.4mi W of John Young Pkw (Lat: 28.356528,  Lng: -81.444806),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 2,001 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,001 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Town Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754139,  Location: 1.4mi W of John Young Pkw (Lat: 28.356742,  Lng: -81.444639),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 2,001 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,001 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Town Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92416,  Location: 0.2 Mi. West of SR-535 (Lat: 28.340189,  Lng: -81.485228),  Route carried "on" structure: County highway 522,  Year Built: 1995,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: Poinciana Blvd,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.610,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.3 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924161,  Location: 0.2 Mi E of Poinciana Blv (Lat: 28.340550,  Lng: -81.482014),  Route carried "on" structure: County highway 522,  Year Built: 1995,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: SR-535,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.931,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.8 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924162,  Location: 1.9 miles East of SR-535 (Lat: 28.346611,  Lng: -81.448667),  Route carried "on" structure: County highway 522,  Year Built: 1995,  Status: Open,  Structure Length: 36.48m (119.69ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Osceola Parkway WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924163,  Location: 1.9 miles East of SR-535 (Lat: 28.346439,  Lng: -81.448097),  Route carried "on" structure: County highway 522,  Year Built: 1995,  Status: Open,  Structure Length: 36.48m (119.69ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Osceola Parkway EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924198,  Location: 1.1 mi E of SR-535 (Lat: 28.345556,  Lng: -81.465556),  Route carried "on" structure: County highway 522,  Year Built: 1994,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 17,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Alligator Creek,  Facility Carried by Structure: W. Osceola Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.253,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 924199,  Location: 0.9 mi E of SR-535 (Lat: 28.344789,  Lng: -81.468858),  Route carried "on" structure: Other road 522,  Year Built: 1994,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 17,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,000 (year 2042),  Features Intersected: Cattail Creek,  Facility Carried by Structure: W. Osceola Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.264,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 750424,  Location: SR-417 Hunters Vista Blvd (Lat: 28.356950,  Lng: -81.452317),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 628 (year 2021),  Truck Traffic: 1%,  Features Intersected: Hunters Vista Blvd.,  Facility Carried by Structure: SR-417 NB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.7m (143.4ft)

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Structure Number: 750425,  Location: SR-417 Hunters Vista Blvd (Lat: 28.357278,  Lng: -81.452250),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 628 (year 2021),  Truck Traffic: 1%,  Features Intersected: Hunters Vista Blvd.,  Facility Carried by Structure: SR-417 SB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.269,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.8m (143.7ft)

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Structure Number: 750428,  Location: SR-417 Town Loop Blvd. (Lat: 28.366767,  Lng: -81.432983),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 314 (year 2021),  Truck Traffic: 5%,  Features Intersected: Town Loop Blvd.,  Facility Carried by Structure: SR-417 SB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 750429,  Location: SR-417 Town Loop Blvd. (Lat: 28.366553,  Lng: -81.432808),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 314 (year 2021),  Truck Traffic: 5%,  Features Intersected: Town Loop Blvd.,  Facility Carried by Structure: SR-417 NB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.8m (127.3ft)

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Structure Number: 75043,  Location: SR-417 John Young Pkwy (Lat: 28.372831,  Lng: -81.425831),  Route carried "under" structure: County highway 423,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 77,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR-423 John Yng Pkwy,  Facility Carried by Structure: SR-417 SB
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 2.874,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 750431,  Location: SR-417 John Young Pkwy (Lat: 28.372514,  Lng: -81.425817),  Route carried "under" structure: County highway 423,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 77,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR-423 John Yng Pkwy,  Facility Carried by Structure: SR-417 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.839,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.8m (206.0ft)

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Structure Number: 750432,  Location: SR-417 SB Off Ramp-SR-423 (Lat: 28.373022,  Lng: -81.425836),  Route carried "under" structure: County highway 423,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 77,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR-423 John Young Pkwy,  Facility Carried by Structure: SR-417 Off Ramp
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.897,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.8m (202.8ft)

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Structure Number: 750433,  Location: SR-417 US-17/SR-500 (Lat: 28.372397,  Lng: -81.404525),  Route carried "under" structure: US 17,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-17/SR-500
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 2.741,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 750434,  Location: SR-417 US-17/SR-500 (Lat: 28.372742,  Lng: -81.404533),  Route carried "under" structure: US 17,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-17/SR-500
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.702,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 750474,  Location: 1.8 MI N OF Osceola Pwy (Lat: 28.351489,  Lng: -81.491614),  Route carried "under" structure: State highway 535,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 535,  Facility Carried by Structure: SR 417 SCE SB 5.2
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.565,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 750475,  Location: 1.8 MI N OF OSCEOLA PKWY (Lat: 28.351281,  Lng: -81.491453),  Route carried "under" structure: State highway 535,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 535,  Facility Carried by Structure: SR 417 SCE NB 5.2
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.565,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 750476,  Location: 5.0 MI N OF I-4 SR 400 (Lat: 28.356750,  Lng: -81.482875),  Route carried "under" structure: Ramp State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: RAMP B,  Facility Carried by Structure: SR 417 SCE SB 5.9
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 750477,  Location: 5.0 MI N OF I-4 SR 400 (Lat: 28.356589,  Lng: -81.482475),  Route carried "under" structure: Ramp State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: RAMP B,  Facility Carried by Structure: SR 417 SCE NB 5.9
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 92416,  Location: 0.2 Mi. West of SR-535 (Lat: 28.340189,  Lng: -81.485228),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: Poinciana Blvd,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 1.077,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 924161,  Location: 0.2 Mi E of Poinciana Blv (Lat: 28.340550,  Lng: -81.482014),  Route carried "under" structure: State highway 535,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-535,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.882,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)