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


  • National Bridge Inventory (NBI) Statistics
  • 519Number of bridges
  • 7,429m24,373ftTotal length
  • $2,331,000Total costs
  • 15,766,415Total average daily traffic
  • 1,106,179Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Orlando
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 21930-1939
  • 11940-1949
  • 281950-1959
  • 911960-1969
  • 901970-1979
  • 1131980-1989
  • 541990-1999
  • 1102000-2009
  • 292010-2015

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 01960-1969
  • 91970-1979
  • 171980-1989
  • 261990-1999
  • 442000-2009
  • 62010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 750003,  Location: US-17-92 - Lake Rowena (Lat: 28.569925,  Lng: -81.364444),  Route carried "on" structure: US 600,  Year Built: 1937,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 33,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,123 (year 2035),  Design Load: H 20,  Features Intersected: Lake Rowena,  Facility Carried by Structure: US-17-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Underwater Inspection Date: August 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750004,  Location: US-17/92 - Lake Estelle (Lat: 28.575156,  Lng: -81.364433),  Route carried "on" structure: US 600,  Year Built: 1937,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 26,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,110 (year 2035),  Design Load: H 15,  Features Intersected: Lake Estelle,  Facility Carried by Structure: US-17/92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.645,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Underwater Inspection Date: July 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750005,  Location: I-4 WB - Shingle Creek (Lat: 28.489494,  Lng: -81.436914),  Route carried "on" structure: Interstate 400,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 80,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 139,668 (year 2035),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.195,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750006,  Location: .8MI N OF OSCEOLA CO LINE (Lat: 28.359036,  Lng: -81.387592),  Route carried "on" structure: County highway 527,  Year Built: 1964,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,230 (year 2035),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.262,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750014,  Location: I-4 WB - Division Street (Lat: 28.532900,  Lng: -81.384825),  Route carried "on" structure: Interstate 400,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 96,950 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,208 (year 2035),  Design Load: HS 20,  Features Intersected: Division Street,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.098,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750029,  Location: I-4 WB - Wymore Rd (Lat: 28.596722,  Lng: -81.385931),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 82,750 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 143,571 (year 2035),  Design Load: HS 20,  Features Intersected: Wymore Rd,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.842,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 9 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: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750038,  Location: I-4 EB - Division Street (Lat: 28.532589,  Lng: -81.384761),  Route carried "on" structure: Interstate 400,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 96,950 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,208 (year 2035),  Design Load: HS 20,  Features Intersected: Division Street,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.105,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750039,  Location: .75 Mi. N of Fla Turnpike (Lat: 28.502317,  Lng: -81.458983),  Route carried "on" structure: State highway 435,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 56,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 98,028 (year 2035),  Design Load: HS 20,  Features Intersected: Outfall
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.840,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $10,000,  Total Project Cost: $609,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750042,  Location: SR-435 SB over I-4 WB (Lat: 28.469672,  Lng: -81.460706),  Route carried "on" structure: State highway 435,  Year Built: 1960,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 24,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,508 (year 2035),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 4 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750043,  Location: SR-482 EB - SR-435 SB (Lat: 28.450014,  Lng: -81.459222),  Route carried "on" structure: State highway 482,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 22,250 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,604 (year 2035),  Design Load: HS 20,  Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750044,  Location: SR-482 WB over SR-435 SB (Lat: 28.451311,  Lng: -81.459006),  Route carried "on" structure: Alternate State highway 482,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.84m (25.72ft),  Average Daily Traffic: 22,250 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,604 (year 2035),  Design Load: H 20,  Features Intersected: SR-435 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750045,  Location: SR-482 WB to SR-435 (Lat: 28.451178,  Lng: -81.456950),  Route carried "on" structure: Ramp State highway 482,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 13,250 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,989 (year 2032),  Design Load: HS 20,  Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75005,  Location: I-4 WB over South Street (Lat: 28.538372,  Lng: -81.382600),  Route carried "on" structure: Interstate 400,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 70,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,450 (year 2035),  Design Load: HS 20,  Features Intersected: South Street,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.832,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 14,  Other Special Inspection Date: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75006,  Location: 0.4MI N OF OSCEOLA CO (Lat: 28.353586,  Lng: -81.385519),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 33,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 57,255 (year 2035),  Design Load: H 20,  Features Intersected: CSX MAINLINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.653,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $68,000,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750062,  Location: I-4 EB over South Street (Lat: 28.538383,  Lng: -81.381992),  Route carried "on" structure: Interstate 400,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 70,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,450 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: South Street,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.832,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750064,  Location: I-4 over Church Street (Lat: 28.542014,  Lng: -81.382278),  Route carried "on" structure: Interstate 400,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 45.63m (149.70ft),  Average Daily Traffic: 140,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 242,900 (year 2035),  Design Load: HS 20,  Features Intersected: Church Street,  Facility Carried by Structure: I-4
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 28.027,  Lanes on structure: 11,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 64.9m (212.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750066,  Location: I-4 WB - Robinson Ave (Lat: 28.545858,  Lng: -81.382569),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 70,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,450 (year 2035),  Design Load: HS 20,  Features Intersected: SR-526,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.661,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750067,  Location: I-4 WB - Livingston St (Lat: 28.547567,  Lng: -81.382614),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 73,250 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2035),  Design Load: HS 20,  Features Intersected: Livingston St,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.856,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750068,  Location: I-4 EB - Livingston St (Lat: 28.547561,  Lng: -81.382383),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 73,250 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2035),  Design Load: HS 20,  Features Intersected: Livingston St,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.856,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750069,  Location: I-4 WB - Amelia St (Lat: 28.549442,  Lng: -81.382706),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 73,250 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2035),  Design Load: HS 20,  Features Intersected: Amelia Street,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.068,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75007,  Location: I-4 EB - Amelia St (Lat: 28.549436,  Lng: -81.382428),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 73,250 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 127,089 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Amelia Street,  Facility Carried by Structure: I-4 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.068,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750071,  Location: 1.5 MI N OF SR 400 (Lat: 28.494714,  Lng: -81.466628),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 78,000 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 135,330 (year 2035),  Design Load: HS 20,  Features Intersected: OUTFALL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.217,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13
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Structure Number: 750072,  Location: I-4 WB - SR 50 (Lat: 28.553203,  Lng: -81.382503),  Route carried "on" structure: Interstate 400,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 71,750 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,486 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-50,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.465,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750074,  Location: I-4 WB over Ivanhoe Blvd (Lat: 28.560436,  Lng: -81.379925),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 18.78m (61.61ft),  Average Daily Traffic: 71,750 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,486 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Ivanhoe Blvd,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.256,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.71m (61.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Underwater Inspection Date: November 14,  Bridge Improvement Cost: $151,000,  Total Project Cost: $609,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750076,  Location: I-4 WB - Lake Ivanhoe B P (Lat: 28.564017,  Lng: -81.377392),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 71,750 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,486 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Lake Ivanhoe Boat Pass,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.788,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  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 14,  Underwater Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750079,  Location: I-4 WB - New Hampshire (Lat: 28.567708,  Lng: -81.375903),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 91,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 158,753 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: New Hampshire Ave,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.239,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75008,  Location: I-4 WB over SR-438 (Lat: 28.571303,  Lng: -81.375872),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 91,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 158,753 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-438,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.619,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750081,  Location: I-4 WB- Winter Park St. (Lat: 28.574972,  Lng: -81.375842),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 91,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 158,753 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Winter Park St,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.050,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750082,  Location: I-4 WB over Par Avenue (Lat: 28.582261,  Lng: -81.375247),  Route carried "on" structure: Interstate 400,  Year Built: 1964,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 78,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 136,198 (year 2035),  Features Intersected: Par Avenue,  Facility Carried by Structure: I-4 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.842,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750102,  Location: SR-408 WB-Old Winter Gard (Lat: 28.547742,  Lng: -81.433614),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 29,750 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,616 (year 2035),  Design Load: HS 20,  Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.903,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750106,  Location: SR-408WB - Church St (Lat: 28.540064,  Lng: -81.410250),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 35,500 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 61,593 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Church Street
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 5.538,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750107,  Location: SR-408-Tampa Ave (Lat: 28.536472,  Lng: -81.405361),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 32,750 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 56,821 (year 2036),  Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.133,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750108,  Location: SR-408 WB -Rio Grande Ave (Lat: 28.535258,  Lng: -81.401367),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 32,750 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 56,821 (year 2036),  Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.613,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 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: 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: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750112,  Location: SR-408 EB Ext Rmp-Parramo (Lat: 28.534806,  Lng: -81.389008),  Route carried "on" structure: Ramp State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,189 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,859 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: Parramore Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750114,  Location: SR-408 WB over SR-400 (Lat: 28.535317,  Lng: -81.383222),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 102.89m (337.57ft),  Average Daily Traffic: 47,500 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,413 (year 2035),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 8.240,  Lanes on structure: 6,  Lanes under structure: 25,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Underwater Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750116,  Location: SR-408 WB - Mills Avenue (Lat: 28.537389,  Lng: -81.364228),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 47,500 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,413 (year 2035),  Design Load: HS 20,  Features Intersected: Mills Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.282,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750119,  Location: SR-408-Crystal Lake Drive (Lat: 28.538500,  Lng: -81.343556),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 52,250 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,654 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.318,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75012,  Location: SR-408 WB-Lk Underhill Rd (Lat: 28.538500,  Lng: -81.341831),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 47,750 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,846 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Lk Underhill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.506,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750121,  Location: SR-408 WB -Lake Underhill (Lat: 28.538500,  Lng: -81.336922),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 52.06m (170.80ft),  Average Daily Traffic: 39,000 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,665 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Lake Underhill
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 12.593,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 14,  Underwater Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750123,  Location: SR-408 WB - Andes Ave (Lat: 28.539894,  Lng: -81.319297),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 39,000 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,665 (year 2035),  Design Load: HS 20,  Features Intersected: Andes Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.714,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750124,  Location: SR-408 WB - Mercado Ave (Lat: 28.539667,  Lng: -81.314256),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 67,250 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 116,679 (year 2035),  Design Load: HS 20,  Features Intersected: Mercado Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.199,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75013,  Location: I-4 - SR-408 Interchange (Lat: 28.529583,  Lng: -81.386247),  Route carried "on" structure: Ramp State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 4,817 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,588 (year 2036),  Design Load: HS 20,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.367,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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