Bridge Statistics for Wildwood, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 331ft / 101mTotal length
- $205,000Total costs
- 815,478Total average daily traffic
- 161,566Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wildwood
- No street view available for this location
- New bridges - historical statistics
- 161960-1969
- 31990-1999
- 12000-2009
- 102010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 21990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 18.2%Very good
- 72.7%Good
- 9.1%Satisfactory
- Bridge Condition - Substructure
- 45.5%Very good
- 54.5%Good
- Bridge Condition - Channel
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 62.5%Good
- 12.5%Satisfactory
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Structure Number: 180007, Location: 3.4 MI N OF LAKE COUNTY (Lat: 28.799597, Lng: -81.999067), Route carried "on" structure: County highway 468, Year Built: 1964, Status: Open, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 9,890 (year 2042), Design Load: H 20, Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.823, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180007, Location: 3.4 MI N OF LAKE COUNTY (Lat: 28.799597, Lng: -81.999067), Route carried "on" structure: County highway 468, Year Built: 1964, Status: Open, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 9,890 (year 2042), Design Load: H 20, Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.823, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180024, Location: 1.4 MI N OF LAKE COUNTY (Lat: 28.781303, Lng: -81.972436), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 66,582 (year 2042), Design Load: H 15, Features Intersected: SR 91 TPK, Facility Carried by Structure: BAILEY RD 299.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 1, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180024, Location: 1.4 MI N OF LAKE COUNTY (Lat: 28.781303, Lng: -81.972436), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 66,582 (year 2042), Design Load: H 15, Features Intersected: SR 91 TPK, Facility Carried by Structure: BAILEY RD 299.6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 1, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180025, Location: 7.7MI N OF LAKE COUNTY (Lat: 28.839969, Lng: -82.052531), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.448, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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
Structure Number: 180025, Location: 7.7MI N OF LAKE COUNTY (Lat: 28.839969, Lng: -82.052531), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.448, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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
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Structure Number: 180043, Location: 1.7 MI SOUTH of SR-44 (Lat: 28.857900, Lng: -82.091622), Route carried "on" structure: Interstate 75, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Bryce Ditch
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 34.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 180043, Location: 1.7 MI SOUTH of SR-44 (Lat: 28.857900, Lng: -82.091622), Route carried "on" structure: Interstate 75, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Bryce Ditch
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 34.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 180044, Location: 1.7MI SOUTH of SR-44 (Lat: 28.855750, Lng: -82.089964), Route carried "on" structure: Interstate 75, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: HS 20, Features Intersected: Bryce Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.401, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.4 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, 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: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 180044, Location: 1.7MI SOUTH of SR-44 (Lat: 28.855750, Lng: -82.089964), Route carried "on" structure: Interstate 75, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: HS 20, Features Intersected: Bryce Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.401, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.4 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, 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: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 180047, Location: CR-462 over I-75 (Lat: 28.894500, Lng: -82.100392), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: CR-462
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.875, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180047, Location: CR-462 over I-75 (Lat: 28.894500, Lng: -82.100392), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: CR-462
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.875, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180049, Location: I-75 SB 1Mi S of SR-44 (Lat: 28.859117, Lng: -82.091686), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Little Jones Creek
Minimum Vertical Clearance: 7.07m (23.20ft), Kilometerpoint: 34.899, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 180049, Location: I-75 SB 1Mi S of SR-44 (Lat: 28.859117, Lng: -82.091686), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Little Jones Creek
Minimum Vertical Clearance: 7.07m (23.20ft), Kilometerpoint: 34.899, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 180058, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.837219, Lng: -82.045461), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: H 20, Features Intersected: US 301 SR 35 WILDWD INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: 180058, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.837219, Lng: -82.045461), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: H 20, Features Intersected: US 301 SR 35 WILDWD INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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
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Structure Number: 18006, Location: 7.7 MI N OF LAKE COUNTY (Lat: 28.840122, Lng: -82.052408), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.448, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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
Structure Number: 18006, Location: 7.7 MI N OF LAKE COUNTY (Lat: 28.840122, Lng: -82.052408), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20+Mod, Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.448, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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
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Structure Number: 180062, Location: 0.2 MI S OF I-75 INTRCHNG (Lat: 28.859894, Lng: -82.089639), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 2019, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20, Features Intersected: LITTLE JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.950, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021
Structure Number: 180062, Location: 0.2 MI S OF I-75 INTRCHNG (Lat: 28.859894, Lng: -82.089639), Route carried "on" structure: State highway 91, Year Built: 1964, Year Reconstructed: 2019, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HS 20, Features Intersected: LITTLE JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.950, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021
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Structure Number: 180063, Location: 1Mi S of SR-44 (Lat: 28.859794, Lng: -82.089969), Route carried "on" structure: Interstate 75, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Little Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.899, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 180063, Location: 1Mi S of SR-44 (Lat: 28.859794, Lng: -82.089969), Route carried "on" structure: Interstate 75, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 41,750 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 72,436 (year 2042), Design Load: H 20, Features Intersected: Little Jones Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.899, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 180069, Location: I-75 NB over SR-44 (Lat: 28.873511, Lng: -82.092228), Route carried "on" structure: Interstate 75, Year Built: 1994, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 64,629 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.382, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 59.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $53,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180069, Location: I-75 NB over SR-44 (Lat: 28.873511, Lng: -82.092228), Route carried "on" structure: Interstate 75, Year Built: 1994, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 64,629 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.382, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 59.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $53,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180074, Location: 3.2 Mi N of CR-48 (Lat: 28.696289, Lng: -82.054667), Route carried "on" structure: State highway 471, Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 9,369 (year 2042), Design Load: HS 20+Mod, Features Intersected: Jumper Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 180074, Location: 3.2 Mi N of CR-48 (Lat: 28.696289, Lng: -82.054667), Route carried "on" structure: State highway 471, Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 9,369 (year 2042), Design Load: HS 20+Mod, Features Intersected: Jumper Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 180075, Location: US-301 over CSXRR (Lat: 28.874000, Lng: -82.036611), Route carried "on" structure: US 35, Year Built: 2010, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HL 93, Features Intersected: CSXRR, Facility Carried by Structure: US-301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.396, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180075, Location: US-301 over CSXRR (Lat: 28.874000, Lng: -82.036611), Route carried "on" structure: US 35, Year Built: 2010, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HL 93, Features Intersected: CSXRR, Facility Carried by Structure: US-301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.396, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180077, Location: 0.22 Mi W of US 301 (Lat: 28.847294, Lng: -82.049094), Route carried "on" structure: State highway 44, Year Built: 2010, Status: Open, Structure Length: 16.16m (53.02ft), Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 24,984 (year 2042), Design Load: HL 93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.779, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, 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: 5, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180077, Location: 0.22 Mi W of US 301 (Lat: 28.847294, Lng: -82.049094), Route carried "on" structure: State highway 44, Year Built: 2010, Status: Open, Structure Length: 16.16m (53.02ft), Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 24,984 (year 2042), Design Load: HL 93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.779, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, 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: 5, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180601, Location: SR 91 TPK OVER I-75 SB (Lat: 28.858744, Lng: -82.091683), Route carried "on" structure: Ramp State highway 91, Year Built: 2019, Status: Open, Structure Length: 10.51m (34.48ft), Average Daily Traffic: 22,650 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 24,915 (year 2038), Design Load: HL 93, Features Intersected: I-75 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.293, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180601, Location: SR 91 TPK OVER I-75 SB (Lat: 28.858744, Lng: -82.091683), Route carried "on" structure: Ramp State highway 91, Year Built: 2019, Status: Open, Structure Length: 10.51m (34.48ft), Average Daily Traffic: 22,650 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 24,915 (year 2038), Design Load: HL 93, Features Intersected: I-75 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.293, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 184087, Location: 2.6 Mi South of SR 44 (Lat: 28.799772, Lng: -81.999264), Route carried "on" structure: County highway 468, Year Built: 2016, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,757 (year 2042), Design Load: HL 93, Features Intersected: SR 91 Florida Turnpike
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.820, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.5 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 184087, Location: 2.6 Mi South of SR 44 (Lat: 28.799772, Lng: -81.999264), Route carried "on" structure: County highway 468, Year Built: 2016, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,757 (year 2042), Design Load: HL 93, Features Intersected: SR 91 Florida Turnpike
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.820, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.5 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 184092, Location: 1.1 Miles South of SR-44 (Lat: 28.809444, Lng: -81.980806), Route carried "on" structure: County highway 468, Year Built: 2016, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,757 (year 2042), Design Load: HL 93, Features Intersected: Chitty Chatty Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal 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, Inspection Date: May 2020
Structure Number: 184092, Location: 1.1 Miles South of SR-44 (Lat: 28.809444, Lng: -81.980806), Route carried "on" structure: County highway 468, Year Built: 2016, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,757 (year 2042), Design Load: HL 93, Features Intersected: Chitty Chatty Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal 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, Inspection Date: May 2020
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Structure Number: 184117, Location: 0.4 MI South of CR-468 (Lat: 28.793764, Lng: -82.004447), Route carried "on" structure: County highway 501, Year Built: 2019, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HL 93, Features Intersected: Golf Cart Path
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Culverts: Very good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 184117, Location: 0.4 MI South of CR-468 (Lat: 28.793764, Lng: -82.004447), Route carried "on" structure: County highway 501, Year Built: 2019, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HL 93, Features Intersected: Golf Cart Path
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Culverts: Very good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 180007, Location: 3.4 MI N OF LAKE COUNTY (Lat: 28.799597, Lng: -81.999067), Route carried "under" structure: State highway 91, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Features Intersected: SR 91 TPK, Facility Carried by Structure: CR 468 301.6
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 5.517, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 180007, Location: 3.4 MI N OF LAKE COUNTY (Lat: 28.799597, Lng: -81.999067), Route carried "under" structure: State highway 91, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Features Intersected: SR 91 TPK, Facility Carried by Structure: CR 468 301.6
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 5.517, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 180009, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.836997, Lng: -82.045461), Route carried "under" structure: US 301, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 16%, Features Intersected: US 301 SR 35 WILDWD INT, Facility Carried by Structure: SR 91 SB 305.5
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 34.854, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
Structure Number: 180009, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.836997, Lng: -82.045461), Route carried "under" structure: US 301, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 16%, Features Intersected: US 301 SR 35 WILDWD INT, Facility Carried by Structure: SR 91 SB 305.5
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 34.854, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
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Structure Number: 180024, Location: 1.4 MI N OF LAKE COUNTY (Lat: 28.781303, Lng: -81.972436), Route carried "under" structure: State highway 91, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Features Intersected: SR 91 TPK, Facility Carried by Structure: BAILEY RD 299.6
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 2.202, Lanes on structure: 1, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 180024, Location: 1.4 MI N OF LAKE COUNTY (Lat: 28.781303, Lng: -81.972436), Route carried "under" structure: State highway 91, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,376 (year 2020), Truck Traffic: 21%, Features Intersected: SR 91 TPK, Facility Carried by Structure: BAILEY RD 299.6
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 2.202, Lanes on structure: 1, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 180047, Location: CR-462 over I-75 (Lat: 28.894500, Lng: -82.100392), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 80,000 (year 2018), Truck Traffic: 25%, Features Intersected: I-75, Facility Carried by Structure: CR-462
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 38.919, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
Structure Number: 180047, Location: CR-462 over I-75 (Lat: 28.894500, Lng: -82.100392), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 80,000 (year 2018), Truck Traffic: 25%, Features Intersected: I-75, Facility Carried by Structure: CR-462
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 38.919, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
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Structure Number: 180058, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.837219, Lng: -82.045461), Route carried "under" structure: US 301, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 16%, Features Intersected: US 301 SR 35 WILDWD INT, Facility Carried by Structure: SR 91 NB 305.5
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 34.878, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
Structure Number: 180058, Location: 7.3 MI N OF LAKE COUNTY (Lat: 28.837219, Lng: -82.045461), Route carried "under" structure: US 301, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 16%, Features Intersected: US 301 SR 35 WILDWD INT, Facility Carried by Structure: SR 91 NB 305.5
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 34.878, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
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Structure Number: 180069, Location: I-75 NB over SR-44 (Lat: 28.873511, Lng: -82.092228), Route carried "under" structure: State highway 44, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Features Intersected: SR-44, Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 13.494, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 180069, Location: I-75 NB over SR-44 (Lat: 28.873511, Lng: -82.092228), Route carried "under" structure: State highway 44, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Features Intersected: SR-44, Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 13.494, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 18007, Location: I-75 SB over SR-44 (Lat: 28.873600, Lng: -82.092564), Route carried "under" structure: State highway 44, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Features Intersected: SR-44, Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 13.467, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 18007, Location: I-75 SB over SR-44 (Lat: 28.873600, Lng: -82.092564), Route carried "under" structure: State highway 44, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Features Intersected: SR-44, Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 13.467, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 180077, Location: 0.22 Mi W of US 301 (Lat: 28.847294, Lng: -82.049094), Route carried "under" structure: ServiceCity street , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Features Intersected: CSX Railroad, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.266, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.1m (128.3ft)
Structure Number: 180077, Location: 0.22 Mi W of US 301 (Lat: 28.847294, Lng: -82.049094), Route carried "under" structure: ServiceCity street , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Features Intersected: CSX Railroad, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.266, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.1m (128.3ft)
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Structure Number: 1806, Location: SR 91 RMP OVER I-75 NB (Lat: 28.856247, Lng: -82.090003), Route carried "under" structure: Interstate 75, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Features Intersected: I-75 NB, Facility Carried by Structure: SR 91 Rmp B 308.5
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 34.512, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.4m (162.1ft)
Structure Number: 1806, Location: SR 91 RMP OVER I-75 NB (Lat: 28.856247, Lng: -82.090003), Route carried "under" structure: Interstate 75, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Features Intersected: I-75 NB, Facility Carried by Structure: SR 91 Rmp B 308.5
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 34.512, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.4m (162.1ft)
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Structure Number: 180601, Location: SR 91 TPK OVER I-75 SB (Lat: 28.858744, Lng: -82.091683), Route carried "under" structure: Interstate 75, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Features Intersected: I-75 SB, Facility Carried by Structure: SR 91 RAMP B 308.9
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 34.899, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.7m (172.9ft)
Structure Number: 180601, Location: SR 91 TPK OVER I-75 SB (Lat: 28.858744, Lng: -82.091683), Route carried "under" structure: Interstate 75, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,250 (year 2018), Truck Traffic: 22%, Features Intersected: I-75 SB, Facility Carried by Structure: SR 91 RAMP B 308.9
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 34.899, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.7m (172.9ft)
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Structure Number: 184087, Location: 2.6 Mi South of SR 44 (Lat: 28.799772, Lng: -81.999264), Route carried "under" structure: State highway 91, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 49,500 (year 2020), Truck Traffic: 16%, Features Intersected: SR 91 Florida Turnpike, Facility Carried by Structure: CR 468 WB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 5.517, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 184087, Location: 2.6 Mi South of SR 44 (Lat: 28.799772, Lng: -81.999264), Route carried "under" structure: State highway 91, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 49,500 (year 2020), Truck Traffic: 16%, Features Intersected: SR 91 Florida Turnpike, Facility Carried by Structure: CR 468 WB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 5.517, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 184116, Location: SR44/Buena Vista (Lat: 28.840597, Lng: -82.020983), Route carried "under" structure: State highway 44, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 15,100 (year 2020), Truck Traffic: 14%, Features Intersected: SR-44, Facility Carried by Structure: Mulit-Modal Path
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 27.842, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 0.0m
Structure Number: 184116, Location: SR44/Buena Vista (Lat: 28.840597, Lng: -82.020983), Route carried "under" structure: State highway 44, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 15,100 (year 2020), Truck Traffic: 14%, Features Intersected: SR-44, Facility Carried by Structure: Mulit-Modal Path
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 27.842, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 0.0m
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Structure Number: 184123, Location: MMTP over SR-91 (Lat: 28.803611, Lng: -82.010528), Route carried "under" structure: Interstate 91, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 49,500 (year 2020), Truck Traffic: 16%, Features Intersected: SR-91, Facility Carried by Structure: MMTP
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 8.736, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 70.4m (231.0ft)
Structure Number: 184123, Location: MMTP over SR-91 (Lat: 28.803611, Lng: -82.010528), Route carried "under" structure: Interstate 91, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 49,500 (year 2020), Truck Traffic: 16%, Features Intersected: SR-91, Facility Carried by Structure: MMTP
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 8.736, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 70.4m (231.0ft)