Bridge Statistics for Orlando, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 654Number of bridges
- 11,050ft / 3,368mTotal length
- $609,000Total costs
- 23,147,954Total average daily traffic
- 1,641,430Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Orlando
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 171950-1959
- 41960-1969
- 781970-1979
- 1011980-1989
- 941990-1999
- 1182000-2009
- 1802010-2019
- 582020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- 11980-1989
- 101990-1999
- 432000-2009
- 242010-2019
- 32020-2022
- Bridge Condition - Deck
- 35.5%Very good
- 56.2%Good
- 6.0%Satisfactory
- 2.0%Fair
- 0.3%Poor
- Bridge Condition - Superstructure
- 36.8%Very good
- 58.5%Good
- 2.0%Satisfactory
- 2.3%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 0.7%Excellent
- 41.8%Very good
- 55.2%Good
- 2.3%Satisfactory
- Bridge Condition - Channel
- 10.1%Excellent
- 27.8%Very good
- 54.4%Good
- 7.6%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 35.0%Good
- 45.0%Satisfactory
Find on map >> Show street view
Structure Number: 750003, Location: US-17-92 - Lake Rowena (Lat: 28.569925, Lng: -81.364444), Route carried "on" structure: US 600, Year Built: 1937, Year Reconstructed: 1961, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,580 (year 2042), Design Load: H 20, Features Intersected: Lake Rowena, Facility Carried by Structure: US-17-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: July 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 750003, Location: US-17-92 - Lake Rowena (Lat: 28.569925, Lng: -81.364444), Route carried "on" structure: US 600, Year Built: 1937, Year Reconstructed: 1961, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,580 (year 2042), Design Load: H 20, Features Intersected: Lake Rowena, Facility Carried by Structure: US-17-92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: July 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 750004, Location: US-17/92 - Lake Estelle (Lat: 28.575156, Lng: -81.364433), Route carried "on" structure: US 600, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 28,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 49,448 (year 2042), Design Load: H 15, Features Intersected: Lake Estelle, Facility Carried by Structure: US-17/92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.645, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: July 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 750004, Location: US-17/92 - Lake Estelle (Lat: 28.575156, Lng: -81.364433), Route carried "on" structure: US 600, Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 28,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 49,448 (year 2042), Design Load: H 15, Features Intersected: Lake Estelle, Facility Carried by Structure: US-17/92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.645, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: July 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 750039, Location: .87 Mi. N of Fla Turnpike (Lat: 28.502317, Lng: -81.458983), Route carried "on" structure: State highway 435, Year Built: 1971, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 95,425 (year 2042), Design Load: HS 20, Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Total Project Cost: $609,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 750039, Location: .87 Mi. N of Fla Turnpike (Lat: 28.502317, Lng: -81.458983), Route carried "on" structure: State highway 435, Year Built: 1971, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 95,425 (year 2042), Design Load: HS 20, Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Total Project Cost: $609,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 750043, Location: SR-482 EB - SR-435 SB (Lat: 28.450014, Lng: -81.459222), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.672, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750043, Location: SR-482 EB - SR-435 SB (Lat: 28.450014, Lng: -81.459222), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.672, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750044, Location: SR-482 WB over SR-435 SB (Lat: 28.451311, Lng: -81.459006), Route carried "on" structure: Alternate State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.672, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750044, Location: SR-482 WB over SR-435 SB (Lat: 28.451311, Lng: -81.459006), Route carried "on" structure: Alternate State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.672, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750045, Location: SR-482 WB to SR-435 (Lat: 28.451178, Lng: -81.456950), Route carried "on" structure: Ramp State highway 482, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,301 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.037, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750045, Location: SR-482 WB to SR-435 (Lat: 28.451178, Lng: -81.456950), Route carried "on" structure: Ramp State highway 482, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,301 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.037, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750071, Location: 1.5 MI N OF SR 400 (Lat: 28.494714, Lng: -81.466628), Route carried "on" structure: State highway 91, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 97,000 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 168,295 (year 2042), Design Load: HS 20, Features Intersected: OUTFALL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.217, Lanes on structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.1m (72.5ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: October 2021
Structure Number: 750071, Location: 1.5 MI N OF SR 400 (Lat: 28.494714, Lng: -81.466628), Route carried "on" structure: State highway 91, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 97,000 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 168,295 (year 2042), Design Load: HS 20, Features Intersected: OUTFALL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.217, Lanes on structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.1m (72.5ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: October 2021
Find on map >> Show street view
Structure Number: 750102, Location: SR-408 WB-Old Winter Gard (Lat: 28.547742, Lng: -81.433614), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.918, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750102, Location: SR-408 WB-Old Winter Gard (Lat: 28.547742, Lng: -81.433614), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.918, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750104, Location: SR-408 WB - Ferguson Dr. (Lat: 28.545889, Lng: -81.420028), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.326, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750104, Location: SR-408 WB - Ferguson Dr. (Lat: 28.545889, Lng: -81.420028), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.326, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750106, Location: SR-408WB - Church St (Lat: 28.540064, Lng: -81.410250), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2000, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 50,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 88,051 (year 2042), Design Load: HS 20+Mod, Features Intersected: Church Street
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 5.443, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.4m (83.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 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: Meets minimum limits, 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: 750106, Location: SR-408WB - Church St (Lat: 28.540064, Lng: -81.410250), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2000, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 50,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 88,051 (year 2042), Design Load: HS 20+Mod, Features Intersected: Church Street
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 5.443, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.4m (83.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 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: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 750107, Location: 1.25mi W of I-4 (Lat: 28.536472, Lng: -81.405361), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2019, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 47,750 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2041), Design Load: HL 93, Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.5m (67.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750107, Location: 1.25mi W of I-4 (Lat: 28.536472, Lng: -81.405361), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2019, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 47,750 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2041), Design Load: HL 93, Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.5m (67.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750108, Location: 1 mile W of I-4 (Lat: 28.535258, Lng: -81.401367), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2019, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 47,750 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2041), Design Load: HL 93, Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750108, Location: 1 mile W of I-4 (Lat: 28.535258, Lng: -81.401367), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2019, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 47,750 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2041), Design Load: HL 93, Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750114, Location: SR-408 WB over Orange Ave (Lat: 28.535317, Lng: -81.383222), Route carried "on" structure: State highway 408, Year Built: 1973, Status: Open, Structure Length: 79.67m (261.38ft), Average Daily Traffic: 10,500 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 18,218 (year 2041), Design Load: HL 93, Features Intersected: Orange Ave (SR-527)
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.137, Lanes on structure: 6, Lanes under structure: 21, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750114, Location: SR-408 WB over Orange Ave (Lat: 28.535317, Lng: -81.383222), Route carried "on" structure: State highway 408, Year Built: 1973, Status: Open, Structure Length: 79.67m (261.38ft), Average Daily Traffic: 10,500 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 18,218 (year 2041), Design Load: HL 93, Features Intersected: Orange Ave (SR-527)
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.137, Lanes on structure: 6, Lanes under structure: 21, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 29, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750116, Location: SR-408 WB - Mills Avenue (Lat: 28.537389, Lng: -81.364228), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 76,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 131,860 (year 2042), Design Load: HS 20, Features Intersected: Mills Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.194, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750116, Location: SR-408 WB - Mills Avenue (Lat: 28.537389, Lng: -81.364228), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 76,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 131,860 (year 2042), Design Load: HS 20, Features Intersected: Mills Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.194, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750119, Location: SR-408-Crystal Lake Drive (Lat: 28.538500, Lng: -81.343556), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.228, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750119, Location: SR-408-Crystal Lake Drive (Lat: 28.538500, Lng: -81.343556), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.228, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 75012, Location: SR-408 WB-Lk Underhill Rd (Lat: 28.538500, Lng: -81.341831), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.419, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 75012, Location: SR-408 WB-Lk Underhill Rd (Lat: 28.538500, Lng: -81.341831), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.419, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750121, Location: SR-408 WB -Lake Underhill (Lat: 28.538500, Lng: -81.336922), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 52.06m (170.80ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20+Mod, Features Intersected: Lake Underhill
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 12.579, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750121, Location: SR-408 WB -Lake Underhill (Lat: 28.538500, Lng: -81.336922), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 52.06m (170.80ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20+Mod, Features Intersected: Lake Underhill
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 12.579, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750123, Location: SR-408 WB - Andes Ave (Lat: 28.539894, Lng: -81.319297), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20, Features Intersected: Andes Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.624, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750123, Location: SR-408 WB - Andes Ave (Lat: 28.539894, Lng: -81.319297), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20, Features Intersected: Andes Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.624, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750124, Location: SR-408 WB - Mercado Ave (Lat: 28.539667, Lng: -81.314256), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2009, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HS 20, Features Intersected: Mercado Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.113, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.3m (92.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750124, Location: SR-408 WB - Mercado Ave (Lat: 28.539667, Lng: -81.314256), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2009, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HS 20, Features Intersected: Mercado Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.113, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.3m (92.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750128, Location: SR-408 WB - Cosmos Dr (Lat: 28.539750, Lng: -81.291475), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HL 93, Features Intersected: Cosmos Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.355, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.1m (92.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750128, Location: SR-408 WB - Cosmos Dr (Lat: 28.539750, Lng: -81.291475), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HL 93, Features Intersected: Cosmos Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.355, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.1m (92.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750143, Location: SR-482 EB over SR-435 NB (Lat: 28.450006, Lng: -81.455958), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.991, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750143, Location: SR-482 EB over SR-435 NB (Lat: 28.450006, Lng: -81.455958), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.991, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750144, Location: SR-482 WB - SR-435NB (Lat: 28.451317, Lng: -81.457039), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.878, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750144, Location: SR-482 WB - SR-435NB (Lat: 28.451317, Lng: -81.457039), Route carried "on" structure: State highway 482, Year Built: 1958, Year Reconstructed: 2021, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 18,750 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 32,531 (year 2042), Design Load: HS 20, Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.878, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750182, Location: SR-408 EB-Old Winter Gard (Lat: 28.547656, Lng: -81.433886), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750182, Location: SR-408 EB-Old Winter Gard (Lat: 28.547656, Lng: -81.433886), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750183, Location: SR-408 EB - SR-400 (Lat: 28.535100, Lng: -81.383250), Route carried "on" structure: State highway 408, Year Built: 1973, Status: Open, Structure Length: 82.27m (269.91ft), Average Daily Traffic: 76,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 131,860 (year 2041), Design Load: HL 93, Features Intersected: SR-408
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 8.150, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.1m (52.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750183, Location: SR-408 EB - SR-400 (Lat: 28.535100, Lng: -81.383250), Route carried "on" structure: State highway 408, Year Built: 1973, Status: Open, Structure Length: 82.27m (269.91ft), Average Daily Traffic: 76,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 131,860 (year 2041), Design Load: HL 93, Features Intersected: SR-408
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 8.150, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.1m (52.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750184, Location: SR-408 EB-Lk Underhill Rd (Lat: 28.538236, Lng: -81.341675), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.419, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750184, Location: SR-408 EB-Lk Underhill Rd (Lat: 28.538236, Lng: -81.341675), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.419, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750186, Location: SR-408 EB - Cosmos Drive (Lat: 28.539511, Lng: -81.291458), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HL 93, Features Intersected: Cosmos Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.355, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750186, Location: SR-408 EB - Cosmos Drive (Lat: 28.539511, Lng: -81.291458), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 69,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 121,016 (year 2042), Design Load: HL 93, Features Intersected: Cosmos Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.355, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 75022, Location: SR-408 EB - Church St (Lat: 28.540053, Lng: -81.410683), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2000, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 50,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 88,051 (year 2042), Design Load: HS 20+Mod, Features Intersected: Church Street
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.443, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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: Meets minimum limits, 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: 75022, Location: SR-408 EB - Church St (Lat: 28.540053, Lng: -81.410683), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2000, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 50,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 88,051 (year 2042), Design Load: HS 20+Mod, Features Intersected: Church Street
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.443, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 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: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 750234, Location: SR-408 EB - Ferguson Dr (Lat: 28.545689, Lng: -81.420031), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.326, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750234, Location: SR-408 EB - Ferguson Dr (Lat: 28.545689, Lng: -81.420031), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HS 20, Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.326, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750235, Location: SR-408 - John Young Pkwy (Lat: 28.542583, Lng: -81.413717), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 95,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 165,692 (year 2042), Design Load: HL 93, Features Intersected: John Young Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750235, Location: SR-408 - John Young Pkwy (Lat: 28.542583, Lng: -81.413717), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 95,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 165,692 (year 2042), Design Load: HL 93, Features Intersected: John Young Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750236, Location: 1 mile West of I-4 (Lat: 28.536222, Lng: -81.405347), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750236, Location: 1 mile West of I-4 (Lat: 28.536222, Lng: -81.405347), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750237, Location: 0.75mi West of I-4 (Lat: 28.535069, Lng: -81.401375), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750237, Location: 0.75mi West of I-4 (Lat: 28.535069, Lng: -81.401375), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 47,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 82,846 (year 2042), Design Load: HL 93, Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750238, Location: SR-408 - US-441 (Lat: 28.535144, Lng: -81.397158), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 96,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2041), Design Load: HL 93, Features Intersected: Orange Blossom Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.938, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.3m (128.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750238, Location: SR-408 - US-441 (Lat: 28.535144, Lng: -81.397158), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 96,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2041), Design Load: HL 93, Features Intersected: Orange Blossom Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.938, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.3m (128.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750239, Location: 0.5 miles West of I-4 (Lat: 28.535169, Lng: -81.393122), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 96,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2042), Design Load: HL 93, Features Intersected: Westmoreland Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.342, Lanes on structure: 9, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 45.1m (148.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750239, Location: 0.5 miles West of I-4 (Lat: 28.535169, Lng: -81.393122), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2020, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 96,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2042), Design Load: HL 93, Features Intersected: Westmoreland Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.342, Lanes on structure: 9, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 45.1m (148.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 75024, Location: SR-408-Parramore Ave (Lat: 28.535250, Lng: -81.389000), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2018, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 87,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150,945 (year 2041), Design Load: HL 93, Features Intersected: Parramore Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.747, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 44.2m (145.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 44.2m (145.0ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 75024, Location: SR-408-Parramore Ave (Lat: 28.535250, Lng: -81.389000), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2018, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 87,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150,945 (year 2041), Design Load: HL 93, Features Intersected: Parramore Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.747, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 44.2m (145.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 44.2m (145.0ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750241, Location: 0.6 mile East of US-441 (Lat: 28.535181, Lng: -81.387839), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2016, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 96,000 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2042), Design Load: HS 20, Features Intersected: Terry Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.849, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.7m (123.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750241, Location: 0.6 mile East of US-441 (Lat: 28.535181, Lng: -81.387839), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2016, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 96,000 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 166,560 (year 2042), Design Load: HS 20, Features Intersected: Terry Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.849, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.7m (123.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750242, Location: SR-408 Summerlin Ave (Lat: 28.537044, Lng: -81.368392), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 152,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 263,720 (year 2042), Design Load: HS 20, Features Intersected: Summerlin Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.793, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 53.1m (174.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 750242, Location: SR-408 Summerlin Ave (Lat: 28.537044, Lng: -81.368392), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 152,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 263,720 (year 2042), Design Load: HS 20, Features Intersected: Summerlin Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.793, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 53.1m (174.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 750243, Location: SR-408 EB-Mills Avenue (Lat: 28.537086, Lng: -81.364225), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 76,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 131,860 (year 2042), Design Load: HS 20, Features Intersected: Mills Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.194, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750243, Location: SR-408 EB-Mills Avenue (Lat: 28.537086, Lng: -81.364225), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 76,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 131,860 (year 2042), Design Load: HS 20, Features Intersected: Mills Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.194, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750244, Location: SR-408 - Bumby Ave (Lat: 28.538164, Lng: -81.351836), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 94,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 163,958 (year 2040), Design Load: HS 20, Features Intersected: Bumby Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.420, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.1m (82.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.7m (172.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750244, Location: SR-408 - Bumby Ave (Lat: 28.538164, Lng: -81.351836), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 94,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 163,958 (year 2040), Design Load: HS 20, Features Intersected: Bumby Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.420, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.1m (82.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.7m (172.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750245, Location: SR-408 - Primrose Drive (Lat: 28.538306, Lng: -81.347700), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 148,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 257,648 (year 2042), Design Load: HS 20, Features Intersected: Primrose Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.825, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750245, Location: SR-408 - Primrose Drive (Lat: 28.538306, Lng: -81.347700), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 148,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 257,648 (year 2042), Design Load: HS 20, Features Intersected: Primrose Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.825, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 55.8m (183.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750246, Location: SR-408EB-Crystal Lake Dr (Lat: 28.538211, Lng: -81.343558), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.228, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750246, Location: SR-408EB-Crystal Lake Dr (Lat: 28.538211, Lng: -81.343558), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 74,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128,824 (year 2042), Design Load: HL 93, Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.228, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 750247, Location: SR-408EB-Lake Underhill (Lat: 28.538183, Lng: -81.336922), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 52.06m (170.80ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20+Mod, Features Intersected: Lake Underhill
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 12.579, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750247, Location: SR-408EB-Lake Underhill (Lat: 28.538183, Lng: -81.336922), Route carried "on" structure: State highway 408, Year Built: 1973, Year Reconstructed: 2010, Status: Open, Structure Length: 52.06m (170.80ft), Average Daily Traffic: 71,750 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 124,486 (year 2042), Design Load: HS 20+Mod, Features Intersected: Lake Underhill
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 12.579, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place