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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 420ft / 128mTotal length
  • 581,180Total average daily traffic
  • 52,359Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oviedo
  • No street view available for this location

New bridges in Oviedo, FL - historical statistics
  • New bridges - historical statistics
  • 31980-1989
  • 191990-1999
  • 12000-2009
Reconstructed bridges in Oviedo, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Oviedo, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 91.7%Good
  • 8.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 75.0%Good
  • 8.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 91.7%Good
  • 8.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.1%Very good
  • 45.5%Good
  • 36.4%Satisfactory
  • 9.1%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 75.0%Good
  • 25.0%Satisfactory
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Structure Number: 770037,  Location: SR-434 - Little Econ Riv (Lat: 28.620383,  Lng: -81.207736),  Route carried "on" structure: State highway 434,  Year Built: 1989,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20,  Features Intersected: Little Econlockhatchee R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.895,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater 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: 77006,  Location: 0.6 MI S OF RED BUG LK RD (Lat: 28.648206,  Lng: -81.236742),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 29,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,876 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SLAVIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.899,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  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: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770061,  Location: 0.6 MI S OF RED BUG LK RD (Lat: 28.648214,  Lng: -81.236417),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 29,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,876 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SLAVIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.926,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  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: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 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: 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: 770062,  Location: 0.6 MI N OF SLAVIA ROAD (Lat: 28.656400,  Lng: -81.232408),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 29,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,876 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RED BUG LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.903,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.8 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: Somewhat better than minimum adequacy,  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: 770064,  Location: 0.4 MI N OF RED BUG LK RD (Lat: 28.661864,  Lng: -81.229942),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 28,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,274 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LIGHTWOOD KNOX CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.550,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 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,  Waterway Adequacy: Equal 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: 770066,  Location: 0.1 MI W OF SR 417 (Lat: 28.656442,  Lng: -81.234250),  Route carried "on" structure: County highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,880 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,300 (year 2035),  Design Load: HS 20,  Features Intersected: BEAR GULLY CANAL,  Facility Carried by Structure: RD BUG LK RD 41.3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021
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Structure Number: 770067,  Location: 1.4 MI N OF SLAVIA RD (Lat: 28.667875,  Lng: -81.227622),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 18.20m (59.71ft),  Average Daily Traffic: 28,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,274 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WINTER SPRINGS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.184,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.4m (119.4ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 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: 770068,  Location: 1.4 MI N OF SLAVIA RD (Lat: 28.667714,  Lng: -81.227369),  Route carried "on" structure: State highway 417,  Year Built: 1993,  Status: Open,  Structure Length: 18.20m (59.71ft),  Average Daily Traffic: 28,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,274 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WINTER SPRINGS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.178,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.4m (119.4ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 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: 770073,  Location: 150ft W of Red Bug Lke Rd (Lat: 28.655228,  Lng: -81.226350),  Route carried "on" structure: State highway 426,  Year Built: 1993,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20,  Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.122,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: 774031,  Location: 0.3 Mi. N of McCulloch Rd (Lat: 28.616317,  Lng: -81.189750),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North McGee Creek,  Facility Carried by Structure: Lockwood Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020
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Structure Number: 774033,  Location: 2.5 mi SE of CR-426 (Lat: 28.655611,  Lng: -81.170244),  Route carried "on" structure: County highway 419,  Year Built: 1993,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,435 (year 2042),  Design Load: HS 20,  Features Intersected: Econlockhatchee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.273,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.3 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 774034,  Location: 2.1 mi N of Brumley Road (Lat: 28.678214,  Lng: -81.114186),  Route carried "on" structure: County highway 13,  Year Built: 1995,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,379 (year 2042),  Design Load: HS 20,  Features Intersected: Econlockhatchee River,  Facility Carried by Structure: Snow Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.359,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 774039,  Location: 0.1 mile West of SR-426 (Lat: 28.655611,  Lng: -81.227472),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,858 (year 2042),  Design Load: HS 20,  Features Intersected: Lightwood Knox Canal,  Facility Carried by Structure: Red Bug Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.266,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020
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Structure Number: 774044,  Location: 2.5 Mi SE of CR-426 (Lat: 28.655428,  Lng: -81.170306),  Route carried "on" structure: County highway 419,  Year Built: 2003,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,435 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Econlockhatchee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.273,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 775501,  Location: 0.7 mile South of CR-419 (Lat: 28.648814,  Lng: -81.177544),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20,  Features Intersected: Little Econ Creek,  Facility Carried by Structure: Lockwood Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.981,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 775502,  Location: 0.3 mi West of SR-426 (Lat: 28.662386,  Lng: -81.229550),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 6,800 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,798 (year 2042),  Design Load: HS 20,  Features Intersected: SR-417 & Bear Gully Canl,  Facility Carried by Structure: Oviedo Mall Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.187,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 77006,  Location: 0.6 MI S OF RED BUG LK RD (Lat: 28.648206,  Lng: -81.236742),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 2020),  Truck Traffic: 5%,  Features Intersected: SLAVIA ROAD,  Facility Carried by Structure: SR 417 SB 40.7
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 8.446,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 770061,  Location: 0.6 MI S OF RED BUG LK RD (Lat: 28.648214,  Lng: -81.236417),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 2020),  Truck Traffic: 5%,  Features Intersected: SLAVIA ROAD,  Facility Carried by Structure: SR 417 NB 40.8
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 8.476,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 770062,  Location: 0.6 MI N OF SLAVIA ROAD (Lat: 28.656400,  Lng: -81.232408),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: RED BUG LAKE RD,  Facility Carried by Structure: SR 417 SB 41.4
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.791,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 770063,  Location: 0.6 MI N OF SLAVIA ROAD (Lat: 28.656389,  Lng: -81.232075),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: RED BUG LAKE RD,  Facility Carried by Structure: SR 417 NB 41.4
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.807,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 770067,  Location: 1.4 MI N OF SLAVIA RD (Lat: 28.667875,  Lng: -81.227622),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 28,400 (year 2020),  Truck Traffic: 12%,  Features Intersected: WINTER SPRINGS BLVD,  Facility Carried by Structure: SR 417 SB 42.1
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 7.184,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 770068,  Location: 1.4 MI N OF SLAVIA RD (Lat: 28.667714,  Lng: -81.227369),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 28,400 (year 2020),  Truck Traffic: 12%,  Features Intersected: WINTER SPRINGS BLVD,  Facility Carried by Structure: SR 417 NB 42.2
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.191,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 775502,  Location: 0.3 mi West of SR-426 (Lat: 28.662386,  Lng: -81.229550),  Route carried "under" structure: State highway 417,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 56,800 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR-417 & Bear Gully Canl,  Facility Carried by Structure: Oviedo Mall Blvd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.632,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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