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

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Structure Number: 770002,  Location: Seminole Blvd - Mills Cr (Lat: 28.816053,  Lng: -81.277286),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: H 15,  Features Intersected: Mills Creek,  Facility Carried by Structure: Seminole Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.302,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 770005,  Location: SR-46 - Mills Creek (Lat: 28.811633,  Lng: -81.280750),  Route carried "on" structure: State highway 46,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,300 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,750 (year 2042),  Design Load: H 20,  Features Intersected: Mills Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.612,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 770008,  Location: I-4 WB - Ramp A1 and C1 (Lat: 28.796158,  Lng: -81.345742),  Route carried "on" structure: Interstate 4,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20,  Features Intersected: SR-417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.025,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770029,  Location: .7 Mi East of SR-46 (Lat: 28.819839,  Lng: -81.333628),  Route carried "on" structure: Interstate 400,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 131,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 227,285 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Outfall Ditch,  Facility Carried by Structure: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.923,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: May 2020

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Structure Number: 770044,  Location: 0.7 MI S OF CR 427 (Lat: 28.748131,  Lng: -81.264439),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SANFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.168,  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: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  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: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770045,  Location: 0.2MI S OF LAKE MARY BLVD (Lat: 28.757025,  Lng: -81.268903),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20,  Features Intersected: CR 427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.250,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.8 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770046,  Location: 0.2MI S OF LAKE MARY BLVD (Lat: 28.757153,  Lng: -81.268619),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20,  Features Intersected: CR 427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.256,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770047,  Location: 0.2 MI N OF CR 427 (Lat: 28.760069,  Lng: -81.270142),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE MARY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.606,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.4m (155.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.2 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: 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: 770048,  Location: 0.2 MI N OF CR 427 (Lat: 28.760089,  Lng: -81.269839),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE MARY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.596,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.4m (155.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.5 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: 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: 770069,  Location: 0.9 MI N OF CR 427 (Lat: 28.769511,  Lng: -81.274581),  Route carried "on" structure: Ramp State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,338 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes on structure: 2,  Lanes under structure: 2,  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: 19.1m (62.7ft),  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: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770078,  Location: Ramp B1 - Eastbound C-D (Lat: 28.789578,  Lng: -81.348197),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 2002,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,502 (year 2042),  Design Load: HS 20,  Features Intersected: Eastbound C-D,  Facility Carried by Structure: Ramp B1 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.298,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 77008,  Location: EB C-D - Ramp A1 and C1 (Lat: 28.796303,  Lng: -81.344739),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 2002,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: SR-417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.040,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770081,  Location: EB C-D - Ramp C2 (Lat: 28.798794,  Lng: -81.343175),  Route carried "on" structure: State highway 4,  Year Built: 2002,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,656 (year 2042),  Design Load: HS 20,  Features Intersected: SR-417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770084,  Location: I-4-WB over SR-46 (Lat: 28.811297,  Lng: -81.338142),  Route carried "on" structure: State highway 4,  Year Built: 2004,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HL 93,  Features Intersected: SR-46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.853,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.1m (200.5ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770085,  Location: I-4 EB over SR-46 (Lat: 28.811289,  Lng: -81.337619),  Route carried "on" structure: Interstate 4,  Year Built: 2003,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20,  Features Intersected: SR-46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.853,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.1m (200.5ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770086,  Location: I-4WB-Orange Blvd & CSXRR (Lat: 28.829983,  Lng: -81.325147),  Route carried "on" structure: Interstate 4,  Year Built: 2003,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: Orange Blvd & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.272,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770087,  Location: I-4EB - Orange Blvd & RR (Lat: 28.829650,  Lng: -81.324647),  Route carried "on" structure: Interstate 400,  Year Built: 2003,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: Orange Blvd.& CSX RR.,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.272,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770088,  Location: Ramp D1-Orange Blvd&CSXRR (Lat: 28.830089,  Lng: -81.325386),  Route carried "on" structure: Ramp Other road 4,  Year Built: 2004,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,574 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Orange Blvd & CSXRR,  Facility Carried by Structure: Ramp D1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770135,  Location: I-4 EB Exit Ramp-Ramp L1 (Lat: 28.790833,  Lng: -81.347222),  Route carried "on" structure: Interstate 4,  Year Built: 2021,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,000 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp O1,  Facility Carried by Structure: Ramp L1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.860,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7706,  Location: 0.3 MI SOUTH OF US 17 92 (Lat: 28.769381,  Lng: -81.275492),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 23,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,992 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.792,  Lanes on structure: 2,  Lanes under structure: 3,  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: 2,  Length of Maximum Span: 30.7m (100.7ft),  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: 67.7 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770601,  Location: 0.9MI NORTH OF CR 427 (Lat: 28.769408,  Lng: -81.275119),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 23,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,992 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.766,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770602,  Location: 1.2 MI NORTH OF CR 427 (Lat: 28.771075,  Lng: -81.279908),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 23,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,992 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 17 92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.281,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770604,  Location: 1.3 MI NORTH OF CR 427 (Lat: 28.771528,  Lng: -81.283597),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 20.653,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.7m (179.5ft),  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: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770605,  Location: 1.2 MI NORTH OF CR 427 (Lat: 28.771819,  Lng: -81.283900),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 20.674,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.3m (207.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.2 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770607,  Location: 1.9 MI NORTH OF CR 427 (Lat: 28.774633,  Lng: -81.293244),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LIVE OAK BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 21.678,  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: 1,  Length of Maximum Span: 24.0m (78.7ft),  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: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770608,  Location: 2.3 MI NORTH OF CR 427 (Lat: 28.778506,  Lng: -81.298247),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 44.97m (147.54ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & OLD LK MARY BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.937,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 38.7m (127.0ft),  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: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: 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: 770609,  Location: 2.3 MI NORTH OF CR 427 (Lat: 28.778711,  Lng: -81.298089),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 44.39m (145.64ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & OLD LK MARY BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.937,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 38.1m (125.0ft),  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: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 77061,  Location: 1.7 MI N OF US 17 92 (Lat: 28.786467,  Lng: -81.301639),  Route carried "on" structure: State highway 417,  Year Built: 2001,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR 46A
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 23.260,  Lanes on structure: 2,  Lanes under structure: 6,  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: 1,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: 770611,  Location: 1.7 MI N OF US 17 92 (Lat: 28.786461,  Lng: -81.301356),  Route carried "on" structure: State highway 417,  Year Built: 2001,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 22,875 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR 46A
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 23.255,  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: 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: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.2 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: 770612,  Location: 3.5 MI N OF US 17 92 (Lat: 28.799492,  Lng: -81.316508),  Route carried "on" structure: State highway 417,  Year Built: 2001,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UPSALA RD CR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.841,  Lanes on structure: 2,  Lanes under structure: 3,  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: 1,  Length of Maximum Span: 35.7m (117.1ft),  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: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770613,  Location: 3.5 MI N OF US 17 92 (Lat: 28.799739,  Lng: -81.316475),  Route carried "on" structure: State highway 417,  Year Built: 2001,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UPSALA RD CR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.835,  Lanes on structure: 2,  Lanes under structure: 3,  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: 1,  Length of Maximum Span: 35.7m (117.1ft),  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: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770614,  Location: 0.9 MI EAST OF I-4 (Lat: 28.797744,  Lng: -81.332025),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 7.54m (24.74ft),  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,650 (year 2042),  Design Load: HS 20,  Features Intersected: SR 341B (RINEHART RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.356,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 75.4m (247.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770616,  Location: 0.4 MI E OF I-4 (Lat: 28.796511,  Lng: -81.338811),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 15,550 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,979 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOWN CENTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.036,  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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 770617,  Location: 0.4 MI E OF I-4 (Lat: 28.796789,  Lng: -81.338700),  Route carried "on" structure: State highway 417,  Year Built: 2002,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 15,550 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,979 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOWN CENTER BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 28.036,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 77091,  Location: I-4 EB - Ramp A1 and C1 (Lat: 28.796189,  Lng: -81.345369),  Route carried "on" structure: Interstate 4,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20,  Features Intersected: SR-417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.025,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770941,  Location: 0.3 MI SOUTH OF CR 427 (Lat: 28.751758,  Lng: -81.266731),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,539 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.648,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 774032,  Location: 1 Mi. E. of US-17/92 (Lat: 28.760122,  Lng: -81.272972),  Route carried "on" structure: County highway ,  Year Built: 1989,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 19,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,006 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: E. Lake Mary Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.852,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.4 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: May 2020

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Structure Number: 774058,  Location: 0.3 Miles South of SR-46 (Lat: 28.807739,  Lng: -81.331125),  Route carried "on" structure: County highway 431B,  Year Built: 1992,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 17,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,057 (year 2042),  Design Load: HL 93,  Features Intersected: Smith Canal,  Facility Carried by Structure: Rinehart Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 770008,  Location: I-4 WB - Ramp A1 and C1 (Lat: 28.796158,  Lng: -81.345742),  Route carried "under" structure: Ramp Other road 417,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 0.478,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 770043,  Location: 0.7 MI S OF CR 427 (Lat: 28.747644,  Lng: -81.264433),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Features Intersected: SANFORD AVE,  Facility Carried by Structure: SR 417 SB 48.3
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.254,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 770044,  Location: 0.7 MI S OF CR 427 (Lat: 28.748131,  Lng: -81.264439),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 27,400 (year 2020),  Truck Traffic: 12%,  Features Intersected: SANFORD AVE,  Facility Carried by Structure: SR 417 NB 48.3
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.210,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 770045,  Location: 0.2MI S OF LAKE MARY BLVD (Lat: 28.757025,  Lng: -81.268903),  Route carried "under" structure: County highway 427,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 427,  Facility Carried by Structure: SR 417 SB 49.0
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 18.454,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 770046,  Location: 0.2MI S OF LAKE MARY BLVD (Lat: 28.757153,  Lng: -81.268619),  Route carried "under" structure: County highway 427,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 427,  Facility Carried by Structure: SR 417 NB 49.0
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 18.485,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 770047,  Location: 0.2 MI N OF CR 427 (Lat: 28.760069,  Lng: -81.270142),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 18,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: LAKE MARY BLVD,  Facility Carried by Structure: SR 417 SB 49.2
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 11.067,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 770048,  Location: 0.2 MI N OF CR 427 (Lat: 28.760089,  Lng: -81.269839),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 18,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: LAKE MARY BLVD,  Facility Carried by Structure: SR 417 NB 49.2
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 11.145,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 770069,  Location: 0.9 MI N OF CR 427 (Lat: 28.769511,  Lng: -81.274581),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 NB 49.9
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.620,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 770078,  Location: Ramp B1 - Eastbound C-D (Lat: 28.789578,  Lng: -81.348197),  Route carried "under" structure: Ramp Other road 4,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: Eastbound C-D,  Facility Carried by Structure: Ramp B1 EB
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 77008,  Location: EB C-D - Ramp A1 and C1 (Lat: 28.796303,  Lng: -81.344739),  Route carried "under" structure: Ramp Other road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB Ramp
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.388,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 770081,  Location: EB C-D - Ramp C2 (Lat: 28.798794,  Lng: -81.343175),  Route carried "under" structure: Ramp Other road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.521,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)