Bridge Statistics for St. Cloud, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 920026,  Location: 1 MI NORTH OF US 441 (Lat: 28.278833,  Lng: -81.336844),  Route carried "on" structure: County highway 523,  Year Built: 1963,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 43,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 74,778 (year 2042),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.483,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920044,  Location: 2.5MI S OF KISS. INTRCH (Lat: 28.255917,  Lng: -81.331136),  Route carried "on" structure: County highway 525,  Year Built: 1963,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.621,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920068,  Location: 3.9MI S OF 3 LAKES TOLL P (Lat: 28.128036,  Lng: -81.288383),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,800 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,233 (year 2042),  Design Load: HS 20,  Features Intersected: OUTFALL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 920069,  Location: 2.7MI S OF 3 LAKES TOLL (Lat: 28.142883,  Lng: -81.294025),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 27,800 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,233 (year 2042),  Design Load: HS 20,  Features Intersected: OUTFALL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.613,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 92007,  Location: 1 MILE S OF 3 LAKES TOLL (Lat: 28.167250,  Lng: -81.301378),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: FANNY BASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920072,  Location: 0.7MI N OF 3 LKS TOLL PLZ (Lat: 28.190972,  Lng: -81.304942),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: GATOR BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.058,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920073,  Location: 6.4 MI S OF KISS INTX (Lat: 28.205650,  Lng: -81.307128),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: WPA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.696,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920074,  Location: 1.0 MI S OF US 441 (Lat: 28.251564,  Lng: -81.329856),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 22,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,430 (year 2042),  Design Load: H 20,  Features Intersected: C 31 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.350,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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,  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 23 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920078,  Location: 1.9 MI SOUTH OF KISS INTX (Lat: 28.265467,  Lng: -81.333425),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 22,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,430 (year 2042),  Design Load: H 20,  Features Intersected: US 441 SR 500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.916,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  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: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920093,  Location: 2MI S OF 3 LAKES TOLL PL (Lat: 28.152683,  Lng: -81.297747),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 27,800 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,233 (year 2042),  Design Load: HS 20,  Features Intersected: OUTFALL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.756,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 92013,  Location: 1 MILE S OF 3 LAKES TOLL (Lat: 28.167272,  Lng: -81.301178),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: FANNY BASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920131,  Location: 0.5 MI S OF 3 LAKES TOLL (Lat: 28.173444,  Lng: -81.302183),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 27,800 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,233 (year 2042),  Design Load: H 20,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: FRIARS COVE 235.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.106,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920132,  Location: 0.7MI N OF 3 LKS TOLL PLZ (Lat: 28.190981,  Lng: -81.304736),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: GATOR BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.058,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920133,  Location: 6.4 MI S OF KISS INTX (Lat: 28.205697,  Lng: -81.306925),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: H 20,  Features Intersected: WPA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920134,  Location: 1.9 MI SOUTH OF KISS INTX (Lat: 28.265203,  Lng: -81.333164),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 22,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,430 (year 2042),  Design Load: H 20,  Features Intersected: US 441 SR 500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.882,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92014,  Location: 1 MI S OF US 441 (Lat: 28.251853,  Lng: -81.329736),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 22,150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 38,430 (year 2042),  Design Load: H 20,  Features Intersected: C 31 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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,  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 23 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92019,  Location: US-192 - Alligator Creek (Lat: 28.235114,  Lng: -81.189747),  Route carried "on" structure: US 530,  Year Built: 2008,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 9,350 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,222 (year 2042),  Design Load: HL 93,  Features Intersected: Alligator Creek,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.648,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920191,  Location: US-192EB -Alligator Creek (Lat: 28.234964,  Lng: -81.189892),  Route carried "on" structure: US 530,  Year Built: 2008,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 9,350 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,222 (year 2042),  Design Load: HL 93,  Features Intersected: Alligator Creek,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.648,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920204,  Location: US-192 - St.Cloud Canal (Lat: 28.257306,  Lng: -81.322444),  Route carried "on" structure: US 192,  Year Built: 2017,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HL 93,  Features Intersected: St. Cloud Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.033,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924037,  Location: 100ft N Brown Chapel Rd (Lat: 28.266525,  Lng: -81.309406),  Route carried "on" structure: County highway 523,  Year Built: 1960,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,850 (year 2042),  Design Load: H 20,  Features Intersected: St Cloud Canal C-31,  Facility Carried by Structure: Lake Shore Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.782,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924045,  Location: 0.8 mi S of Deer Run Road (Lat: 28.173714,  Lng: -81.237056),  Route carried "on" structure: County highway 534,  Year Built: 1966,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,910 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-33,  Facility Carried by Structure: Hickory Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.025,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 924049,  Location: 0.1 Mi SE of Fla Turnpike (Lat: 28.253925,  Lng: -81.327142),  Route carried "on" structure: County highway 525,  Year Built: 1957,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 14,600 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 24,820 (year 2042),  Design Load: H 15,  Features Intersected: St. Cloud Canal C-31,  Facility Carried by Structure: Neptune Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.106,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924113,  Location: 3.1 mi N of US-192 441 (Lat: 28.272844,  Lng: -81.185422),  Route carried "on" structure: County highway 532,  Year Built: 1965,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,114 (year 2042),  Design Load: H 20,  Features Intersected: Cantee Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.005,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 924114,  Location: 4.7 Mi. E of US-192/441 (Lat: 28.275858,  Lng: -81.160117),  Route carried "on" structure: County highway 532,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,550 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,690 (year 2042),  Design Load: H 20,  Features Intersected: Canal C-32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.570,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 924172,  Location: 0.4 mi E of Pine Grove Rd (Lat: 28.258289,  Lng: -81.188603),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-32F,  Facility Carried by Structure: Bass Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 924182,  Location: 3.3 MI South of US-192 (Lat: 28.221056,  Lng: -81.317028),  Route carried "on" structure: County highway 525,  Year Built: 2006,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 2,400 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,080 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-91 TPK,  Facility Carried by Structure: Kissimmee Pk Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.621,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9242,  Location: 0.17 mi S of Old Canoe Ck (Lat: 28.195494,  Lng: -81.292167),  Route carried "on" structure: County highway 523,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,950 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,384 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Ross Canal,  Facility Carried by Structure: Canoe Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.754,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: April 2021

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Structure Number: 924201,  Location: 0.13 mi E of Canoe Crk Rd (Lat: 28.197767,  Lng: -81.290656),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 5,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,022 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Ross Canal,  Facility Carried by Structure: Pine Tree Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  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: April 2021

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Structure Number: 924202,  Location: 0.54 mi S of US-441/192 (Lat: 28.238611,  Lng: -81.245714),  Route carried "on" structure: County highway 15,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,300 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: John's Stream,  Facility Carried by Structure: Hickory Tree Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.667,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 924206,  Location: 1.2 mi S of CR-525 (Lat: 28.209286,  Lng: -81.302478),  Route carried "on" structure: County highway 523,  Year Built: 1990,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,568 (year 2042),  Features Intersected: JR's Canal,  Facility Carried by Structure: Old Canoe Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 9254,  Location: 0.2Mi S of US-192 (Lat: 28.254444,  Lng: -81.319742),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HS 20,  Features Intersected: Ohio Street Outfall,  Facility Carried by Structure: Sergeant Graham Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020

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Structure Number: 920026,  Location: 1 MI NORTH OF US 441 (Lat: 28.278833,  Lng: -81.336844),  Route carried "under" structure: State highway 91,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 43,100 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: CR 523 243.6
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 56.483,  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: 18.4m (60.4ft)

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Structure Number: 920044,  Location: 2.5MI S OF KISS. INTRCH (Lat: 28.255917,  Lng: -81.331136),  Route carried "under" structure: State highway 91,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 44,300 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: CR 525 241.9
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 53.874,  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: 24.1m (79.1ft)

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Structure Number: 920078,  Location: 1.9 MI SOUTH OF KISS INTX (Lat: 28.265467,  Lng: -81.333425),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 441 SR 500,  Facility Carried by Structure: SR 91 SB 242.6
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 8.692,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 920131,  Location: 0.5 MI S OF 3 LAKES TOLL (Lat: 28.173444,  Lng: -81.302183),  Route carried "under" structure: State highway 91,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 27,800 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: FRIARS COVE 235.9
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 44.106,  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: 17.1m (56.1ft)

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Structure Number: 920134,  Location: 1.9 MI SOUTH OF KISS INTX (Lat: 28.265203,  Lng: -81.333164),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 441 SR 500,  Facility Carried by Structure: SR 91 NB 242.6
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 8.663,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 924182,  Location: 3.3 MI South of US-192 (Lat: 28.221056,  Lng: -81.317028),  Route carried "under" structure: State highway 91,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 34,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR-91 TPK,  Facility Carried by Structure: Kissimmee Pk Rd
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 49.722,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)