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 - historical statistics
- 31980-1989
- 191990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 91.7%Good
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 75.0%Good
- 8.3%Fair
- Bridge Condition - Substructure
- 91.7%Good
- 8.3%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)