Bridge Statistics for Kissimmee, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 750556,  Location: WB C-D over Ramp D (Lat: 28.352708,  Lng: -81.527947),  Route carried "on" structure: Ramp County highway 400,  Year Built: 2001,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: Ramp D1,  Facility Carried by Structure: Ramp C-D WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.425,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 750642,  Location: 0.4MI N OF OSCEOLA CO (Lat: 28.353736,  Lng: -81.385367),  Route carried "on" structure: State highway 91,  Year Built: 2019,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 59,200 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,000 (year 2020),  Design Load: HL 93,  Features Intersected: CENTRAL FL RAIL CORRIDOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.665,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 75417,  Location: 0.65 Miles East of US-17 (Lat: 28.421314,  Lng: -81.393833),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 10.41m (34.15ft),  Average Daily Traffic: 22,200 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 37,740 (year 2042),  Design Load: HL 93,  Features Intersected: SR 91,  Facility Carried by Structure: Taft-Vineland Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 19 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920007,  Location: 0.3 Mi N of US-192 (Lat: 28.309503,  Lng: -81.403675),  Route carried "on" structure: US 600,  Year Built: 1937,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: H 15,  Features Intersected: Canal,  Facility Carried by Structure: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.481,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021

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Structure Number: 920009,  Location: US-441 WB - Mill Slough (Lat: 28.304300,  Lng: -81.385633),  Route carried "on" structure: US 441,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: Mill Slough
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.743,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920027,  Location: 1.2 MI N OF KISS INTRCHNG (Lat: 28.304197,  Lng: -81.361950),  Route carried "on" structure: County highway 530,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,796 (year 2042),  Design Load: HL 93,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.959,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920031,  Location: .5 Miles E. of US-17-92 (Lat: 28.304517,  Lng: -81.395444),  Route carried "on" structure: US 500,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal,  Facility Carried by Structure: US-192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.803,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.8m (91.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 920075,  Location: 0.96MI N of Partin Sttlmn (Lat: 28.289281,  Lng: -81.346931),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1963,  Status: Open,  Structure Length: 5.96m (19.55ft),  Average Daily Traffic: 9,650 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,743 (year 2042),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.687,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920077,  Location: 1.1MI N OF KISS. INTERCH (Lat: 28.301222,  Lng: -81.359436),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 30,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,091 (year 2042),  Design Load: H 20,  Features Intersected: BASS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.845,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920079,  Location: .15 MI S OF OSCEOLA PKWY (Lat: 28.338306,  Lng: -81.379275),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 61,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 106,182 (year 2042),  Design Load: HS 20,  Features Intersected: MILL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.432,  Lanes on structure: 6,  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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021

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Structure Number: 920081,  Location: World Drive SB - US-192 (Lat: 28.332542,  Lng: -81.569497),  Route carried "on" structure: Ramp Other road 530,  Year Built: 1970,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: US-192,  Facility Carried by Structure: World Drive SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920112,  Location: US-441 EB - Mill Slough (Lat: 28.304097,  Lng: -81.385672),  Route carried "on" structure: US 441,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: Mill Slough
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.743,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920135,  Location: 1.3 MI N OF CR 523 (Lat: 28.292389,  Lng: -81.351528),  Route carried "on" structure: County highway 530,  Year Built: 1963,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 15,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,372 (year 2042),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.686,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.3m (56.8ft),  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: 35.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: 920136,  Location: 1.1MI N OF KISS. INTERCH (Lat: 28.301331,  Lng: -81.359281),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 30,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,091 (year 2042),  Design Load: H 20,  Features Intersected: BASS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.845,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920137,  Location: 3.9 Mi E of Kissimmee (Lat: 28.282053,  Lng: -81.348056),  Route carried "on" structure: US 500,  Year Built: 1928,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Outfall,  Facility Carried by Structure: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.273,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 20 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: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.2 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: May 2020

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Structure Number: 920138,  Location: 0.5 MI W of FL Turnpike (Lat: 28.272431,  Lng: -81.338197),  Route carried "on" structure: US 500,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: H 20,  Features Intersected: Outfall,  Facility Carried by Structure: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.722,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920143,  Location: US-17-92-Clay St & RR (Lat: 28.285553,  Lng: -81.416247),  Route carried "on" structure: US 1792,  Year Built: 1985,  Status: Open,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20,  Features Intersected: Clay St. & CFRC RR,  Facility Carried by Structure: US-17-92 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.842,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920144,  Location: US-17-92 NB- Clay & CFRC (Lat: 28.285531,  Lng: -81.415981),  Route carried "on" structure: US 1792,  Year Built: 1985,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20,  Features Intersected: Clay St. & CFRC,  Facility Carried by Structure: US-17-92 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.842,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920147,  Location: 0.52 Mi. S of SR-531 (Lat: 28.278150,  Lng: -81.417331),  Route carried "on" structure: US 600,  Year Built: 1993,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 72,002 (year 2042),  Design Load: HS 20,  Features Intersected: Drainage Canal,  Facility Carried by Structure: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.044,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 920151,  Location: US-17-92 SB - Shingle Cr (Lat: 28.268864,  Lng: -81.426722),  Route carried "on" structure: US 1792,  Year Built: 1994,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: US-17-92 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920152,  Location: US-17-92 NB - Shingle Cr (Lat: 28.268764,  Lng: -81.426528),  Route carried "on" structure: US 1792,  Year Built: 1992,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: US-17-92 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920153,  Location: 0.25 MI E OF I-4 SR 400 (Lat: 28.326586,  Lng: -81.547161),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 13,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,642 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CELEBRATION PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920154,  Location: 0.25 MI E OF I-4 SR 400 (Lat: 28.326397,  Lng: -81.547175),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 13,050 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,642 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CELEBRATION PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920164,  Location: US-192- Shingle Creek (Lat: 28.304139,  Lng: -81.451000),  Route carried "on" structure: State highway 192,  Year Built: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 58,051 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 100,718 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.091,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920165,  Location: World Drive SB - US-192 (Lat: 28.332561,  Lng: -81.568153),  Route carried "on" structure: State highway 530,  Year Built: 1998,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20,  Features Intersected: US-192,  Facility Carried by Structure: World Drive SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.655,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920166,  Location: World Drive NB - US-192 (Lat: 28.332567,  Lng: -81.567914),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 16,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,628 (year 2038),  Design Load: HS 20,  Features Intersected: US-192,  Facility Carried by Structure: World Drive NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920167,  Location: World Dr SB - Ramp D2 (Lat: 28.331064,  Lng: -81.568167),  Route carried "on" structure: Other road 530,  Year Built: 1998,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: World Dr. Ramp D2,  Facility Carried by Structure: World Drive SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.504,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920168,  Location: World Dr. NB - Ramp D2 (Lat: 28.330958,  Lng: -81.567953),  Route carried "on" structure: Other road 530,  Year Built: 1998,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: World Dr. Ramp D2,  Facility Carried by Structure: World Drive NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.504,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92017,  Location: World Dr NB - I-4&SR417 (Lat: 28.306536,  Lng: -81.569747),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 12.49m (40.98ft),  Average Daily Traffic: 4,450 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,721 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-4,  Facility Carried by Structure: World Drive NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.631,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920171,  Location: Ramp C2 - World Dr NB (Lat: 28.304853,  Lng: -81.568375),  Route carried "on" structure: Ramp Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NB World Drive,  Facility Carried by Structure: World Dr Ramp C2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.076,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920176,  Location: World Dr SB - I-4&SR417 (Lat: 28.305653,  Lng: -81.570672),  Route carried "on" structure: Other road 400,  Year Built: 1998,  Status: Open,  Structure Length: 12.38m (40.62ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,511 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-4,  Facility Carried by Structure: World Drive SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.929,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920177,  Location: Osc. Pkwy EB - Ramp A2 (Lat: 28.345392,  Lng: -81.536867),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 45,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,075 (year 2042),  Design Load: HS 20,  Features Intersected: Ramp A2,  Facility Carried by Structure: Osceola Parkway EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92018,  Location: Osceola Pkwy WB over I-4 (Lat: 28.345694,  Lng: -81.533364),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20,  Features Intersected: I-4,  Facility Carried by Structure: Osceola Parkway WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.518,  Lanes on structure: 4,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.8m (189.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920181,  Location: Ramp CD WB - Bonnet Creek (Lat: 28.345831,  Lng: -81.533742),  Route carried "on" structure: Ramp State highway 400,  Year Built: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: Bonnet Creek,  Facility Carried by Structure: Ramp CD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 1.402,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920182,  Location: Ramp C4 - Bonnet Creek (Lat: 28.345125,  Lng: -81.533006),  Route carried "on" structure: Ramp State highway 400,  Year Built: 2001,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HS 20,  Features Intersected: Bonnet Creek,  Facility Carried by Structure: I-4 EB Ramp
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 1.632,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920184,  Location: RampC2-Osceola Pkwy & C3 (Lat: 28.346211,  Lng: -81.529664),  Route carried "on" structure: Ramp County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 24.98m (81.96ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,921 (year 2042),  Design Load: HS 20,  Features Intersected: Oceola Parkway Ramp C3,  Facility Carried by Structure: Ramp C2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 56.2m (184.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920185,  Location: Ramp C4 - Retention Pond (Lat: 28.346817,  Lng: -81.530267),  Route carried "on" structure: Ramp State highway 400,  Year Built: 2001,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HS 20,  Features Intersected: Retention Pond,  Facility Carried by Structure: Ramp C4- Retention
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.960,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920186,  Location: US-192 - Bonnet Creek (Lat: 28.332806,  Lng: -81.522431),  Route carried "on" structure: US 192,  Year Built: 2001,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 102,365 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Bonnet Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.981,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 42.3m (138.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92021,  Location: 2 Mile N of US-17 (Lat: 28.273922,  Lng: -81.475825),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 20,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,915 (year 2042),  Design Load: HL 93,  Features Intersected: W Branch of Shingle Crk,  Facility Carried by Structure: Poinciana Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92091,  Location: 3.4 Mi East of US-92 (Lat: 28.287836,  Lng: -81.356742),  Route carried "on" structure: US 500,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 31,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,652 (year 2042),  Design Load: H 20,  Features Intersected: Bass Slough,  Facility Carried by Structure: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.205,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 924008,  Location: 3.2 mi SE of US-17 (Lat: 28.274442,  Lng: -81.357889),  Route carried "on" structure: County highway 525,  Year Built: 1959,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 14,600 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,331 (year 2042),  Design Load: H 20,  Features Intersected: Fish Lake Canal,  Facility Carried by Structure: Neptune Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020