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

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Structure Number: 755911,  Location: S. Side of Terminal OIA (Lat: 28.430028,  Lng: -81.308275),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 48.96m (160.63ft),  Average Daily Traffic: 5,339 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,263 (year 2042),  Design Load: H 15,  Features Intersected: 2nd Level Deplane B,  Facility Carried by Structure: 3rd Level Enplan B
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755912,  Location: Orlando Internatl Airport (Lat: 28.442289,  Lng: -81.311178),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 11,981 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,850 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Jeff Fuqua Blvd,  Facility Carried by Structure: Cargo Road WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755913,  Location: Orlando Internatl Airport (Lat: 28.441936,  Lng: -81.310231),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 11,981 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,850 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Jeff Fuqua Blvd,  Facility Carried by Structure: EB Cargo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755914,  Location: Orlando Internatl Airport (Lat: 28.443092,  Lng: -81.307133),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,061 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,223 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North Exit Road,  Facility Carried by Structure: WB Cargo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 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,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755915,  Location: Orlando Internatl Airport (Lat: 28.442878,  Lng: -81.307181),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,061 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,234 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North Exit Road,  Facility Carried by Structure: EB Cargo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 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,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755916,  Location: 0.25 mi N of Cargo Rd.OIA (Lat: 28.447131,  Lng: -81.301669),  Route carried "on" structure: ServiceCity street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,064 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,394 (year 2042),  Features Intersected: Bypass Canal,  Facility Carried by Structure: Casa Verde Road SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755917,  Location: 0.6 Mi E of Casa Verde Rd (Lat: 28.444250,  Lng: -81.293639),  Route carried "on" structure: ServiceCity street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 3,463 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,017 (year 2042),  Features Intersected: Bypass Canal,  Facility Carried by Structure: Cargo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755921,  Location: Orlando Internatl Airport (Lat: 28.429997,  Lng: -81.310000),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,063 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,233 (year 2042),  Design Load: HS 20,  Features Intersected: RAC Service Tunel S,  Facility Carried by Structure: Com Vhicl Acces Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 755922,  Location: Orlando Intl Airport (Lat: 28.431667,  Lng: -81.310000),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,479 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,716 (year 2042),  Design Load: HS 20,  Features Intersected: RAC Serv. Tunnel N.,  Facility Carried by Structure: Comml Vehcl Access
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 755924,  Location: OIA E side of Terminal (Lat: 28.432108,  Lng: -81.305000),  Route carried "on" structure: ServiceCity street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20,  Features Intersected: Tug Tunnel North,  Facility Carried by Structure: Jeff Fuqua Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.735,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755926,  Location: South of SR-528 at OIA (Lat: 28.438183,  Lng: -81.310639),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 9.43m (30.94ft),  Average Daily Traffic: 2,204 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,548 (year 2042),  Design Load: HS 20,  Features Intersected: Entrance Road,  Facility Carried by Structure: Return Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755927,  Location: Orlando Intl Airport (Lat: 28.426431,  Lng: -81.308192),  Route carried "on" structure: ServiceCity street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 12,960 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,034 (year 2042),  Design Load: HS 20,  Features Intersected: Loop Road,  Facility Carried by Structure: B Access N. Apprch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.6m (172.6ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755928,  Location: Orlando Internatl Airport (Lat: 28.426472,  Lng: -81.306992),  Route carried "on" structure: ServiceCity street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 9,197 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,668 (year 2042),  Design Load: HS 20,  Features Intersected: Loop Road,  Facility Carried by Structure: B Acces S Approach
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755929,  Location: South of SR-528 OIA (Lat: 28.438403,  Lng: -81.307908),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 2,122 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,461 (year 2042),  Design Load: HS 20,  Features Intersected: Jeff Fuqua Blvd.,  Facility Carried by Structure: Return Ramps A&B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.8m (166.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 37.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75593,  Location: Orlando Intl Airport (Lat: 28.438381,  Lng: -81.309125),  Route carried "on" structure: Ramp City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 2,912 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,378 (year 2042),  Features Intersected: Return to Main Terminal,  Facility Carried by Structure: Ramp B to A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755941,  Location: 1.9 miles North of SR-417 (Lat: 28.396839,  Lng: -81.309861),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 37,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,063 (year 2042),  Design Load: HS 20,  Features Intersected: Canal & Heintzelman Blvd,  Facility Carried by Structure: Airport S. Entr NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.139,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755944,  Location: 1.9 Miles North of SR-417 (Lat: 28.397111,  Lng: -81.310417),  Route carried "on" structure: Ramp County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 650 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: Heintzelman Blvd,  Facility Carried by Structure: Ramp A-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755945,  Location: 1.9 Miles North of SR-417 (Lat: 28.396750,  Lng: -81.309250),  Route carried "on" structure: Ramp County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.03m (9.94ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Bypass Canal,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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: 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 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755946,  Location: 0.3 Mi NE of South Access (Lat: 28.397942,  Lng: -81.302125),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,268 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: Bypass Canal,  Facility Carried by Structure: Heintzelman Blv SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.842,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755947,  Location: .3 Mi NE of South Access (Lat: 28.397656,  Lng: -81.302503),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,288 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Bypass Canal,  Facility Carried by Structure: Heintzelman Blv NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755948,  Location: 1.9 Miles North of SR-417 (Lat: 28.397111,  Lng: -81.310194),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 38,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 66,798 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Heintzelman Blvd,  Facility Carried by Structure: South Access Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.139,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755951,  Location: 0.25 mi N of Cargo Rd.OIA (Lat: 28.447194,  Lng: -81.301544),  Route carried "on" structure: ServiceCity street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 1,032 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,290 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Bypass Canal,  Facility Carried by Structure: Casa Verde Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755952,  Location: 1.5 Mile N of SR-417 (Lat: 28.382714,  Lng: -81.308503),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,748 (year 2042),  Design Load: HL 93,  Features Intersected: Boggy Creek Rd (CR-530),  Facility Carried by Structure: South Access Rd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75596,  Location: 0.6 m South of SR-528 (Lat: 28.443056,  Lng: -81.306667),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,061 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,234 (year 2042),  Design Load: HL 93,  Features Intersected: Brightline Railroad,  Facility Carried by Structure: Westbound Cargo Rd
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Meets minimum limits,  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: 755961,  Location: 0.6 Mile South of SR-528 (Lat: 28.442858,  Lng: -81.306897),  Route carried "on" structure: ServiceCity street ,  Year Built: 2021,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,061 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,234 (year 2042),  Design Load: HL 93,  Features Intersected: Brightline RR,  Facility Carried by Structure: Cargo Road EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 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: Meets minimum limits,  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: 920609,  Location: 1.4MI S OF W ORNG LK BLVD (Lat: 28.346986,  Lng: -81.616236),  Route carried "on" structure: State highway 429,  Year Built: 2006,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 12,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,994 (year 2042),  Design Load: HL 93,  Features Intersected: SR 530/US 192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.232,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.2m (174.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92061,  Location: 1.4MI S OF W ORNG LK RD (Lat: 28.346964,  Lng: -81.615939),  Route carried "on" structure: State highway 429,  Year Built: 2006,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 12,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,994 (year 2042),  Design Load: HL 93,  Features Intersected: SR 530/US 192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.237,  Lanes on structure: 2,  Lanes under structure: 9,  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: 53.2m (174.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924036,  Location: 2.2 mi. West of CR-15 (Lat: 28.345139,  Lng: -81.266667),  Route carried "on" structure: County highway 530,  Year Built: 1950,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 10,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,565 (year 2042),  Design Load: HS 20,  Features Intersected: Jim Branch,  Facility Carried by Structure: Boggy Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.949,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: June 2020

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Structure Number: 924191,  Location: 8.8 Mi N of US-192 (Lat: 28.340083,  Lng: -81.228211),  Route carried "on" structure: County highway 15,  Year Built: 2011,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,600 (year 2042),  Design Load: HL 93,  Features Intersected: Ajay Lake Canal C-29B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.902,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750043,  Location: SR-482 EB - SR-435 SB (Lat: 28.450014,  Lng: -81.459222),  Route carried "under" structure: Ramp State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-435,  Facility Carried by Structure: SR-482 EB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 750043,  Location: SR-482 EB - SR-435 SB (Lat: 28.450014,  Lng: -81.459222),  Route carried "under" structure: Alternate State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2008),  Truck Traffic: 4%,  Features Intersected: SR-435,  Facility Carried by Structure: SR-482 EB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.658,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 750044,  Location: SR-482 WB over SR-435 SB (Lat: 28.451311,  Lng: -81.459006),  Route carried "under" structure: Ramp State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-435 SB,  Facility Carried by Structure: SR-482 WB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.164,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 750044,  Location: SR-482 WB over SR-435 SB (Lat: 28.451311,  Lng: -81.459006),  Route carried "under" structure: State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-435 SB,  Facility Carried by Structure: SR-482 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 750045,  Location: SR-482 WB to SR-435 (Lat: 28.451178,  Lng: -81.456950),  Route carried "under" structure: Ramp State highway 482,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-435
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.037,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 750045,  Location: SR-482 WB to SR-435 (Lat: 28.451178,  Lng: -81.456950),  Route carried "under" structure: State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-435,  Facility Carried by Structure: Ramp from SR-482 W
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 183.465,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 750102,  Location: SR-408 WB-Old Winter Gard (Lat: 28.547742,  Lng: -81.433614),  Route carried "under" structure: State highway 526,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: Old Winter Garden Rd,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 10.895,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 750104,  Location: SR-408 WB - Ferguson Dr. (Lat: 28.545889,  Lng: -81.420028),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,694 (year 2020),  Truck Traffic: 5%,  Features Intersected: Ferguson Drive,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 750106,  Location: SR-408WB - Church St (Lat: 28.540064,  Lng: -81.410250),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,426 (year 2002),  Truck Traffic: 5%,  Features Intersected: Church Street,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 750107,  Location: 1.25mi W of I-4 (Lat: 28.536472,  Lng: -81.405361),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,567 (year 2021),  Truck Traffic: 5%,  Features Intersected: Tampa Avenue,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 750108,  Location: 1 mile W of I-4 (Lat: 28.535258,  Lng: -81.401367),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2021),  Truck Traffic: 7%,  Features Intersected: Rio Grande Avenue,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.431,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: Orange Ave (SR-527),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: Orange Ave (SR-527),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "under" structure: City street 527,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: Orange Ave (SR-527),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 1%,  Features Intersected: Orange Ave (SR-527),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: Orange Ave (SR-527),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 750116,  Location: SR-408 WB - Mills Avenue (Lat: 28.537389,  Lng: -81.364228),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 11,800 (year 2020),  Truck Traffic: 5%,  Features Intersected: Mills Avenue,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.047,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 750119,  Location: SR-408-Crystal Lake Drive (Lat: 28.538500,  Lng: -81.343556),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: Crystal Lake Drive,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 7.170,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 75012,  Location: SR-408 WB-Lk Underhill Rd (Lat: 28.538500,  Lng: -81.341831),  Route carried "under" structure: State highway 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Lk Underhill Rd (SR-15),  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 28.382,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 750123,  Location: SR-408 WB - Andes Ave (Lat: 28.539894,  Lng: -81.319297),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,179 (year 2020),  Truck Traffic: 5%,  Features Intersected: Andes Avenue,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 750124,  Location: SR-408 WB - Mercado Ave (Lat: 28.539667,  Lng: -81.314256),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,049 (year 2019),  Truck Traffic: 5%,  Features Intersected: Mercado Ave,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 750128,  Location: SR-408 WB - Cosmos Dr (Lat: 28.539750,  Lng: -81.291475),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,089 (year 2018),  Truck Traffic: 5%,  Features Intersected: Cosmos Dr,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 750143,  Location: SR-482 EB over SR-435 NB (Lat: 28.450006,  Lng: -81.455958),  Route carried "under" structure: State highway 435,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-435 NB,  Facility Carried by Structure: SR-482 EB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 750144,  Location: SR-482 WB - SR-435NB (Lat: 28.451317,  Lng: -81.457039),  Route carried "under" structure: State highway 482,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-435
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.164,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 750144,  Location: SR-482 WB - SR-435NB (Lat: 28.451317,  Lng: -81.457039),  Route carried "under" structure: Ramp State highway 482,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-435
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.203,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 750182,  Location: SR-408 EB-Old Winter Gard (Lat: 28.547656,  Lng: -81.433886),  Route carried "under" structure: County highway 526,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: Old Winter Garden Rd,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 10.860,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 750183,  Location: SR-408 EB - SR-400 (Lat: 28.535100,  Lng: -81.383250),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: SR-408,  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)