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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 in Wildwood, FL - historical statistics
  • New bridges - historical statistics
  • 161960-1969
  • 31990-1999
  • 12000-2009
  • 102010-2019
  • 22020-2022
Reconstructed bridges in Wildwood, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31980-1989
  • 21990-1999
  • 02000-2009
  • 22010-2019
Average Bridge Daily Traffic in Wildwood, FL
Average Bridge Truck Traffic in Wildwood, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 18.2%Very good
  • 63.6%Good
  • 18.2%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 18.2%Very good
  • 72.7%Good
  • 9.1%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 45.5%Very good
  • 54.5%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 57.1%Good
  • 42.9%Satisfactory
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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

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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)

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