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

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Structure Number: 920083,  Location: US-192 Ramp B - I-4 (Lat: 28.331069,  Lng: -81.546919),  Route carried "on" structure: Ramp US 192,  Year Built: 1970,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,495 (year 2042),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.494,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  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: 54.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $40,000,  Total Project Cost: $309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920084,  Location: Leg B Ramp - US-192 (Lat: 28.332864,  Lng: -81.542081),  Route carried "on" structure: Ramp US 192,  Year Built: 1970,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,495 (year 2042),  Design Load: HS 20,  Features Intersected: US-192,  Facility Carried by Structure: Leg B Ramp to I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.028,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920098,  Location: I-4 WB - Reedy Creek (Lat: 28.298747,  Lng: -81.577658),  Route carried "on" structure: Interstate 4,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 60,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 104,100 (year 2042),  Design Load: HS 20,  Features Intersected: Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.621,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: March 2020,  Underwater 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: 920099,  Location: I-4 EB - Reedy Creek (Lat: 28.298544,  Lng: -81.577369),  Route carried "on" structure: Interstate 4,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 60,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 104,100 (year 2042),  Design Load: HS 20,  Features Intersected: Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.621,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920156,  Location: 0.56 MI S OF US 192 (Lat: 28.327953,  Lng: -81.530969),  Route carried "on" structure: State highway 417,  Year Built: 1995,  Status: Open,  Structure Length: 4.54m (14.90ft),  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 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.616,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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,  Underclear: Superior to present desirable 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: 920157,  Location: 0.56 MI S OF US 192 (Lat: 28.327689,  Lng: -81.530967),  Route carried "on" structure: State highway 417,  Year Built: 1995,  Status: Open,  Structure Length: 4.54m (14.90ft),  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 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.595,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920158,  Location: .6MI N OF CELEBRATION AVE (Lat: 28.333986,  Lng: -81.522150),  Route carried "on" structure: State highway 417,  Year Built: 1995,  Status: Open,  Structure Length: 37.21m (122.08ft),  Average Daily Traffic: 16,650 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,888 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 192/I DR/BONNET CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.560,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: 920159,  Location: .6 MI N OF CELEBRATION AV (Lat: 28.333872,  Lng: -81.521867),  Route carried "on" structure: State highway 417,  Year Built: 1995,  Status: Open,  Structure Length: 37.20m (122.05ft),  Average Daily Traffic: 16,650 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,888 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 192/I DR/BONNET CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 84.7m (277.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: 92016,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341736,  Lng: -81.517353),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 16,650 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,888 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OSCEOLA PKWY (CR 522)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.711,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.1m (157.8ft),  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: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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: 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: 920161,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341597,  Lng: -81.517122),  Route carried "on" structure: State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 16,650 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,888 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OSCEOLA PKWY (CR522)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.706,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  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: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: 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: 920162,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341522,  Lng: -81.516922),  Route carried "on" structure: Ramp State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 2,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,904 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OSCEOLA PKWY (CR 522)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920169,  Location: I 4 SR 400 AND SR 417 (Lat: 28.326514,  Lng: -81.551472),  Route carried "on" structure: Ramp State highway 417,  Year Built: 1996,  Status: Open,  Structure Length: 19.13m (62.76ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 4 SR 400
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920175,  Location: US-192 over Reedy Creek (Lat: 28.332514,  Lng: -81.580208),  Route carried "on" structure: US 530,  Year Built: 2001,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 57,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,895 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Reedy Creek,  Facility Carried by Structure: US-192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.309,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.4m (106.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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,  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920192,  Location: US-192 WB over I-4 (Lat: 28.332778,  Lng: -81.545361),  Route carried "on" structure: US 192,  Year Built: 2007,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,918 (year 2040),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.686,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 71.2m (233.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920193,  Location: US-192 EB over I-4 (Lat: 28.332500,  Lng: -81.545833),  Route carried "on" structure: US 192,  Year Built: 2006,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,918 (year 2040),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.657,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 71.4m (234.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920194,  Location: Ramp BD over I-4 (Lat: 28.333417,  Lng: -81.544603),  Route carried "on" structure: US 530,  Year Built: 2006,  Status: Open,  Structure Length: 11.57m (37.96ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,214 (year 2040),  Design Load: HS 20,  Features Intersected: I-4,  Facility Carried by Structure: Ramp BD over I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.049,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.2m (197.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920195,  Location: 1.3MI W OF 417 (Lat: 28.333056,  Lng: -81.546389),  Route carried "on" structure: Ramp Interstate 192,  Year Built: 2007,  Status: Open,  Structure Length: 51.15m (167.81ft),  Average Daily Traffic: 4,200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,287 (year 2040),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature 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: 920201,  Location: US-192 WBRmp-World Dr Rmp (Lat: 28.338014,  Lng: -81.567078),  Route carried "on" structure: Ramp State highway 192,  Year Built: 1996,  Status: Open,  Structure Length: 23.44m (76.90ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,972 (year 2042),  Design Load: HL 93,  Features Intersected: World Drive Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.834,  Lanes on structure: 2,  Lanes under structure: 1,  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: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 55.8m (183.1ft),  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: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature 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: 920205,  Location: I-4/US 530 Interchange (Lat: 28.336547,  Lng: -81.540914),  Route carried "on" structure: Ramp Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 12.27m (40.26ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HL 93,  Features Intersected: Ramps AC & C1,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.375,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature 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: 9206,  Location: .2MI S OF CELEBRATION AVE (Lat: 28.326747,  Lng: -81.535686),  Route carried "on" structure: State highway 417,  Year Built: 1995,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 26,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,284 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C 2 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.138,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.8m (130.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 924159,  Location: 0.8 Mi. West of SR-535 (Lat: 28.339553,  Lng: -81.495869),  Route carried "on" structure: County highway 522,  Year Built: 1995,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: Polynesian Isle Blvd,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.564,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.2 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924168,  Location: 0.7 Mi. West of US-192 (Lat: 28.323639,  Lng: -81.533806),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 19,795 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,344 (year 2042),  Design Load: HS 20,  Features Intersected: C-2 Canal,  Facility Carried by Structure: Celebration Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924169,  Location: 0.5 Mi. W of Celebra. Ave (Lat: 28.329667,  Lng: -81.538219),  Route carried "on" structure: City street ,  Year Built: 1994,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,505 (year 2042),  Design Load: HS 20,  Features Intersected: C-2 Canal,  Facility Carried by Structure: Celebration Place
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.164,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924173,  Location: 20ft. E of Water Street (Lat: 28.320167,  Lng: -81.541222),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 135 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 241 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Mulberry Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  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

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Structure Number: 924174,  Location: 20ft. E of Water Street (Lat: 28.322003,  Lng: -81.541814),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 135 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 235 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Honeysuckle Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  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

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Structure Number: 92421,  Location: Celebration Blvd-Reedy Cr (Lat: 28.297722,  Lng: -81.576708),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 401 (year 2042),  Design Load: HL 93,  Features Intersected: Reedy Creek,  Facility Carried by Structure: Celebration Blvd
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.6 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: 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,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920083,  Location: US-192 Ramp B - I-4 (Lat: 28.331069,  Lng: -81.546919),  Route carried "under" structure: Interstate 400,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 74,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 Ramp "B"
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 10.354,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 920083,  Location: US-192 Ramp B - I-4 (Lat: 28.331069,  Lng: -81.546919),  Route carried "under" structure: Ramp Interstate 400,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 Ramp "B"
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 10.266,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 920084,  Location: Leg B Ramp - US-192 (Lat: 28.332864,  Lng: -81.542081),  Route carried "under" structure: US 192,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-192,  Facility Carried by Structure: Leg B Ramp to I-4
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 9.040,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 920156,  Location: 0.56 MI S OF US 192 (Lat: 28.327953,  Lng: -81.530969),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 13,050 (year 2020),  Truck Traffic: 12%,  Features Intersected: CELEBRATION AVE,  Facility Carried by Structure: SR 417 SB SCE 2.07
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.606,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 920157,  Location: 0.56 MI S OF US 192 (Lat: 28.327689,  Lng: -81.530967),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 13,050 (year 2020),  Truck Traffic: 12%,  Features Intersected: CELEBRATION AVE,  Facility Carried by Structure: SR 417 NB SCE 2.05
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.606,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 920158,  Location: .6MI N OF CELEBRATION AVE (Lat: 28.333986,  Lng: -81.522150),  Route carried "under" structure: US 192,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 192/I DR/BONNET CANAL,  Facility Carried by Structure: SR 417 SB SCE 2.7
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 10.915,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.0m (223.1ft)

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Structure Number: 920158,  Location: .6MI N OF CELEBRATION AVE (Lat: 28.333986,  Lng: -81.522150),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 14,950 (year 2016),  Truck Traffic: 15%,  Features Intersected: US 192/I DR/BONNET CANAL,  Facility Carried by Structure: SR 417 SB SCE 2.7
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.540,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.0m (223.1ft)

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Structure Number: 920159,  Location: .6 MI N OF CELEBRATION AV (Lat: 28.333872,  Lng: -81.521867),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 14,950 (year 2016),  Truck Traffic: 15%,  Features Intersected: US 192/I DR/BONNET CANAL,  Facility Carried by Structure: SR 417 NB SCE 2.7
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 2.573,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 84.7m (277.9ft)

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Structure Number: 920159,  Location: .6 MI N OF CELEBRATION AV (Lat: 28.333872,  Lng: -81.521867),  Route carried "under" structure: US 192,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 192/I DR/BONNET CANAL,  Facility Carried by Structure: SR 417 NB SCE 2.7
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 10.953,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 84.7m (277.9ft)

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Structure Number: 92016,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341736,  Lng: -81.517353),  Route carried "under" structure: County highway 522,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: OSCEOLA PKWY (CR 522),  Facility Carried by Structure: SR 417 SB SCE 3.4
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 3.283,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 920161,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341597,  Lng: -81.517122),  Route carried "under" structure: County highway 522,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: OSCEOLA PKWY (CR522),  Facility Carried by Structure: SR 417 NB SCE 3.4
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.309,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 920162,  Location: 0.7 MI N OF US HWY 192 (Lat: 28.341522,  Lng: -81.516922),  Route carried "under" structure: County highway 522,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: OSCEOLA PKWY (CR 522),  Facility Carried by Structure: SR 417 NB SCE 3.4
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 3.335,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 920169,  Location: I 4 SR 400 AND SR 417 (Lat: 28.326514,  Lng: -81.551472),  Route carried "under" structure: Interstate 400,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 74,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: INTERSTATE 4 SR 400,  Facility Carried by Structure: SR 417 SB SCE 0.4
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 9.682,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 920169,  Location: I 4 SR 400 AND SR 417 (Lat: 28.326514,  Lng: -81.551472),  Route carried "under" structure: Ramp US 192,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 17%,  Features Intersected: INTERSTATE 4 SR 400,  Facility Carried by Structure: SR 417 SB SCE 0.4
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 8.328,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.9m (212.9ft)

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Structure Number: 920192,  Location: US-192 WB over I-4 (Lat: 28.332778,  Lng: -81.545361),  Route carried "under" structure: Interstate 4,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 10.596,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.2m (233.6ft)

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Structure Number: 920192,  Location: US-192 WB over I-4 (Lat: 28.332778,  Lng: -81.545361),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 10.588,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.2m (233.6ft)

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Structure Number: 920192,  Location: US-192 WB over I-4 (Lat: 28.332778,  Lng: -81.545361),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 10.588,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.2m (233.6ft)

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Structure Number: 920193,  Location: US-192 EB over I-4 (Lat: 28.332500,  Lng: -81.545833),  Route carried "under" structure: State highway 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 10.540,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 920193,  Location: US-192 EB over I-4 (Lat: 28.332500,  Lng: -81.545833),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 10.588,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 920193,  Location: US-192 EB over I-4 (Lat: 28.332500,  Lng: -81.545833),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 10.588,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 920194,  Location: Ramp BD over I-4 (Lat: 28.333417,  Lng: -81.544603),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 10%,  Features Intersected: I-4
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.517,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.2m (197.5ft)

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Structure Number: 920194,  Location: Ramp BD over I-4 (Lat: 28.333417,  Lng: -81.544603),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 127,500 (year 2018),  Truck Traffic: 10%,  Features Intersected: I-4
Minimum Vertical Clearance: 8.14m (26.71ft),  Kilometerpoint: 10.696,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.2m (197.5ft)

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Structure Number: 920194,  Location: Ramp BD over I-4 (Lat: 28.333417,  Lng: -81.544603),  Route carried "under" structure: Interstate 4,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 127,500 (year 2018),  Truck Traffic: 10%,  Features Intersected: I-4
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 10.588,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.2m (197.5ft)

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Structure Number: 920195,  Location: 1.3MI W OF 417 (Lat: 28.333056,  Lng: -81.546389),  Route carried "under" structure: Interstate 4,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 80,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-4
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.476,  Lanes on structure: 1,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 65.8m (215.9ft)

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Structure Number: 920195,  Location: 1.3MI W OF 417 (Lat: 28.333056,  Lng: -81.546389),  Route carried "under" structure: US 192,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-4
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 10.588,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 65.8m (215.9ft)

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Structure Number: 920201,  Location: US-192 WBRmp-World Dr Rmp (Lat: 28.338014,  Lng: -81.567078),  Route carried "under" structure: Ramp County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2005),  Truck Traffic: 1%,  Features Intersected: World Drive Ramp,  Facility Carried by Structure: US-192 WB Ramp
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: 920205,  Location: I-4/US 530 Interchange (Lat: 28.336547,  Lng: -81.540914),  Route carried "under" structure: Ramp Other road ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: Ramps AC & C1,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 924159,  Location: 0.8 Mi. West of SR-535 (Lat: 28.339553,  Lng: -81.495869),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 3%,  Features Intersected: Polynesian Isle Blvd,  Facility Carried by Structure: Osceola Parkway
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.721,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)