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


  • National Bridge Inventory (NBI) Statistics
  • 75Number of bridges
  • 751ft / 229mTotal length
  • 1,556,350Total average daily traffic
  • 177,371Total average daily truck traffic
  • 1,742,028Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sanford
  • No street view available for this location

New bridges in Sanford, FL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11950-1959
  • 51960-1969
  • 151990-1999
  • 532000-2009
Reconstructed bridges in Sanford, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31990-1999
  • 32000-2009
Average Bridge Daily Traffic in Sanford, FL
Average Bridge Truck Traffic in Sanford, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 37.1%Very good
  • 62.9%Good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Very good
  • 60.0%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 48.6%Very good
  • 48.6%Good
  • 2.9%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 770002,  Location: US-17-92 - Mills Creek (Lat: 28.816053,  Lng: -81.277286),  Route carried "on" structure: US 600,  Year Built: 1935,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 15,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,413 (year 2038),  Design Load: H 15,  Features Intersected: Mills Creek,  Facility Carried by Structure: US-17-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.302,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  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 2017,  Underwater Inspection Date: September 2017,  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: 21,900 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,996 (year 2038),  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: 207.0m (679.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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 2018
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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 400,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 41,750 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,436 (year 2038),  Design Load: HS 20,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 WB
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: 1.7m (5.6ft),  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2016),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 7.13m (23.39ft),  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: 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: 0.07m (0.23ft),  Average Daily Traffic: 128,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 222,948 (year 2038),  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: 472.0m (1,548.6ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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 2016
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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: 25,600 (year 2016),  Truck Traffic: 15%,  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 "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 25,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,416 (year 2038),  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: 116.0m (380.6ft),  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 2018,  Deck Structure Type: Concrete Cast-file-Place
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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: 25,600 (year 2016),  Truck Traffic: 15%,  Features Intersected: SANFORD AVE,  Facility Carried by Structure: SR 417 NB 48.3
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.721,  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 "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 25,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,416 (year 2038),  Design Load: HS 20,  Features Intersected: CR 427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.825,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 116.0m (380.6ft),  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: Very good,  Superstructure: Good,  Substructure: Very 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 2017,  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 "under" structure: County highway 427,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2016),  Truck Traffic: 11%,  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 "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 25,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,416 (year 2038),  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: 111.0m (364.2ft),  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: Very 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 2017,  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 "under" structure: County highway 427,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2016),  Truck Traffic: 11%,  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 "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 25,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,416 (year 2038),  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: 116.0m (380.6ft),  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: Very good,  Substructure: Very good,  Inventory Rating: 59.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  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 "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2016),  Truck Traffic: 13%,  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 "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 25,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,416 (year 2038),  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: 116.0m (380.6ft),  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 2018,  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 "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2016),  Truck Traffic: 13%,  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 "on" structure: Ramp State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,338 (year 2038),  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: 122.0m (400.3ft),  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 2017,  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 "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 12%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 NB 49.9
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.062,  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 "on" structure: Ramp Interstate 400,  Year Built: 2002,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,154 (year 2038),  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: 79.0m (259.2ft),  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: 0.9m (3.0ft)

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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 400,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2016),  Truck Traffic: 11%,  Features Intersected: Eastbound C-D,  Facility Carried by Structure: Ramp B1 EB
Minimum Vertical Clearance: 0.53m (1.74ft),  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: 770079,  Location: SR-417 WB - Ramp A1 & C1 (Lat: 28.796164,  Lng: -81.346100),  Route carried "on" structure: Interstate 400,  Year Built: 2002,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 41,640 (year 2037),  Design Load: HL 93,  Features Intersected: I-4,  Facility Carried by Structure: SR-417 Ramp WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.412,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 163.0m (534.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.7 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: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770079,  Location: SR-417 WB - Ramp A1 & C1 (Lat: 28.796164,  Lng: -81.346100),  Route carried "under" structure: State highway 417,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2016),  Truck Traffic: 8%,  Features Intersected: I-4
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.518,  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: 22.5m (73.8ft)

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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 400,  Year Built: 2002,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 15,500 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,892 (year 2038),  Design Load: HS 20,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.096,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.4 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 2016,  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 "under" structure: Ramp Other road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB Ramp
Minimum Vertical Clearance: 5.12m (16.80ft),  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 "on" structure: State highway 400,  Year Built: 2002,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 9,600 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,656 (year 2038),  Design Load: HS 20,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.141,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

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 2016,  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 "under" structure: Ramp Other road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR-417,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 5.12m (16.80ft),  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)

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Structure Number: 770082,  Location: SR-417 at I-4 (Lat: 28.791331,  Lng: -81.348717),  Route carried "on" structure: Ramp Interstate 400,  Year Built: 2002,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 14,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,158 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SR-417 Ramp,  Facility Carried by Structure: Ramp C1 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770082,  Location: SR-417 at I-4 (Lat: 28.791331,  Lng: -81.348717),  Route carried "under" structure: Ramp State highway 417,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR-417 Ramp,  Facility Carried by Structure: Ramp C1 WB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.395,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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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: 41,750 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,436 (year 2038),  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: 2.1m (6.9ft),  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: 2.1m (6.9ft),  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 2017,  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 "under" structure: State highway 46,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 12%,  Features Intersected: SR-46,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 8.027,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.1m (200.5ft)

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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: 41,750 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,436 (year 2038),  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: 2.1m (6.9ft),  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: 2.1m (6.9ft),  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 2017,  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 "under" structure: State highway 46,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR-46,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 8.027,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.1m (200.5ft)

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Structure Number: 770086,  Location: I-4WB-Orange Blvd & CSXRR (Lat: 28.829983,  Lng: -81.325147),  Route carried "on" structure: Interstate 400,  Year Built: 2003,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 64,250 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 111,474 (year 2038),  Design Load: HS 20,  Features Intersected: Orange Blvd & CSXRR,  Facility Carried by Structure: I-4 WB
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: 189.0m (620.1ft),  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 2017,  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 "under" structure: County highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: Orange Blvd & CSXRR,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 6.74m (22.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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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: 0.76m (2.49ft),  Average Daily Traffic: 64,250 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 111,474 (year 2038),  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: 171.0m (561.0ft),  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 2017,  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 "under" structure: County highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 2%,  Features Intersected: Orange Blvd.& CSX RR.,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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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 400,  Year Built: 2004,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,962 (year 2038),  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: 94.0m (308.4ft),  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 2016,  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 "under" structure: County highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: Orange Blvd & CSXRR,  Facility Carried by Structure: Ramp D1
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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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: 21,300 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,956 (year 2038),  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: 122.0m (400.3ft),  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 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7706,  Location: 0.3 MI SOUTH OF US 17 92 (Lat: 28.769381,  Lng: -81.275492),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 12%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 SB 50.0
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.534,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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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: 21,300 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,956 (year 2038),  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: 134.0m (439.6ft),  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 2018,  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 "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 12%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 NB 50.0
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 0.568,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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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: 0.47m (1.54ft),  Average Daily Traffic: 21,300 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,956 (year 2038),  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: 148.0m (485.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.7m (15.4ft),  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: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  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 "under" structure: US 17,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: US 17 92
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 16.831,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.7m (15.4ft)

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Structure Number: 770603,  Location: 1.2MI NORTH OF CR 427 (Lat: 28.771331,  Lng: -81.279756),  Route carried "under" structure: US 17,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: US 17 92
Minimum Vertical Clearance: 5.75m (18.86ft),  Kilometerpoint: 16.861,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 107.0m (351.0ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2018,  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 "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2001),  Truck Traffic: 7%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 SB 50.5
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.7m (179.5ft)

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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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 111.0m (364.2ft),  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: Very good,  Superstructure: Good,  Substructure: Very 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 2018,  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 "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2001),  Truck Traffic: 7%,  Features Intersected: AIRPORT BLVD,  Facility Carried by Structure: SR 417 NB 50.5
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.3m (207.7ft)

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Structure Number: 770606,  Location: 2.1 MI NORTH OF CR 427 (Lat: 28.774506,  Lng: -81.293492),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 20,800 (year 2016),  Truck Traffic: 15%,  Features Intersected: LIVE OAK BLVD,  Facility Carried by Structure: SR 417 SB 51.1
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 2.172,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.4m (7.9ft)

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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: 0.24m (0.79ft),  Average Daily Traffic: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 111.0m (364.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 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: 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: January 2018,  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 "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 20,800 (year 2016),  Truck Traffic: 15%,  Features Intersected: LIVE OAK BLVD,  Facility Carried by Structure: SR 417 NB 51.1
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 2.172,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.4m (7.9ft)

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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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 1.1m (3.6ft),  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 2018,  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 "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2016),  Truck Traffic: 11%,  Features Intersected: CSX RR & OLD LK MARY BLV,  Facility Carried by Structure: SR 417 SB 51.3
Minimum Vertical Clearance: 7.75m (25.43ft),  Kilometerpoint: 3.338,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 1.1m (3.6ft),  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 2018,  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 "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2016),  Truck Traffic: 11%,  Features Intersected: CSX RR & OLD LK MARY BLV,  Facility Carried by Structure: SR 417 NB 51.3
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 3.368,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 77061,  Location: 1 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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 46A
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.326,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 122.0m (400.3ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 77061,  Location: 1 MI N OF US 17 92 (Lat: 28.786467,  Lng: -81.301639),  Route carried "under" structure: Alternate County highway 46A,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: CR 46A,  Facility Carried by Structure: SR 417 SB 52.1
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 13.369,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 770611,  Location: 1 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: 20,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,088 (year 2038),  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: 122.0m (400.3ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2018,  Deck Structure Type: Concrete Cast-file-Place
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