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


  • National Bridge Inventory (NBI) Statistics
  • 654Number of bridges
  • 11,050ft / 3,368mTotal length
  • $609,000Total costs
  • 23,147,954Total average daily traffic
  • 1,641,430Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Orlando
  • No street view available for this location

New bridges in Orlando, FL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 11940-1949
  • 171950-1959
  • 41960-1969
  • 781970-1979
  • 1011980-1989
  • 941990-1999
  • 1182000-2009
  • 1802010-2019
  • 582020-2022
Reconstructed bridges in Orlando, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 11970-1979
  • 11980-1989
  • 101990-1999
  • 432000-2009
  • 242010-2019
  • 32020-2022
Average Bridge Daily Traffic in Orlando, FL
Average Bridge Truck Traffic in Orlando, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 35.5%Very good
  • 56.2%Good
  • 6.0%Satisfactory
  • 2.0%Fair
  • 0.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 36.8%Very good
  • 58.5%Good
  • 2.0%Satisfactory
  • 2.3%Fair
  • 0.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 0.7%Excellent
  • 41.8%Very good
  • 55.2%Good
  • 2.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.1%Excellent
  • 27.8%Very good
  • 54.4%Good
  • 7.6%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 35.0%Good
  • 45.0%Satisfactory
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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: 28,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,580 (year 2042),  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: 6,  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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  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: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  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: 4,  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: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750039,  Location: .87 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: 55,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,425 (year 2042),  Design Load: HS 20,  Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.840,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,000,  Total Project Cost: $609,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 2021,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.672,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 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: 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 2021,  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: 2021,  Status: Open,  Structure Length: 7.84m (25.72ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: SR-435 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.672,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  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: 18.0m (59.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,301 (year 2042),  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: Satisfactory,  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 2021,  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: 97,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 168,295 (year 2042),  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 2021
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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: 8.72m (28.61ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HS 20,  Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.918,  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 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750104,  Location: SR-408 WB - Ferguson Dr. (Lat: 28.545889,  Lng: -81.420028),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HS 20,  Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.326,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  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: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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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: 50,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 88,051 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Church Street
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 5.443,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750107,  Location: 1.25mi W of I-4 (Lat: 28.536472,  Lng: -81.405361),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 47,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2041),  Design Load: HL 93,  Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.107,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.5m (67.3ft),  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: 20.5m (67.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750108,  Location: 1 mile W of I-4 (Lat: 28.535258,  Lng: -81.401367),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 47,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2041),  Design Load: HL 93,  Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.524,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  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: 23.8m (78.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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: Superior to present desirable 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: 750114,  Location: SR-408 WB over Orange Ave (Lat: 28.535317,  Lng: -81.383222),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 79.67m (261.38ft),  Average Daily Traffic: 10,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,218 (year 2041),  Design Load: HL 93,  Features Intersected: Orange Ave (SR-527)
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.137,  Lanes on structure: 6,  Lanes under structure: 21,  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: 29,  Length of Maximum Span: 35.4m (116.1ft),  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: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: 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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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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: 76,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 131,860 (year 2042),  Design Load: HS 20,  Features Intersected: Mills Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.194,  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 2021,  Deck Structure Type: Concrete Cast-file-Place
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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: 2010,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 74,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,824 (year 2042),  Design Load: HL 93,  Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.228,  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: Somewhat better than minimum adequacy,  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: 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: 74,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,824 (year 2042),  Design Load: HL 93,  Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.419,  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 2020,  Deck Structure Type: Concrete Cast-file-Place
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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: 71,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 124,486 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Lake Underhill
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 12.579,  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 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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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: 71,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 124,486 (year 2042),  Design Load: HS 20,  Features Intersected: Andes Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.624,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  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: 26.5m (86.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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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: 2009,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HS 20,  Features Intersected: Mercado Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.113,  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 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750128,  Location: SR-408 WB - Cosmos Dr (Lat: 28.539750,  Lng: -81.291475),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HL 93,  Features Intersected: Cosmos Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.355,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.1m (92.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750143,  Location: SR-482 EB over SR-435 NB (Lat: 28.450006,  Lng: -81.455958),  Route carried "on" structure: State highway 482,  Year Built: 1958,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: SR-435 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.991,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State 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: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750144,  Location: SR-482 WB - SR-435NB (Lat: 28.451317,  Lng: -81.457039),  Route carried "on" structure: State highway 482,  Year Built: 1958,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: SR-435
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.878,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.7 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750182,  Location: SR-408 EB-Old Winter Gard (Lat: 28.547656,  Lng: -81.433886),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HL 93,  Features Intersected: Old Winter Garden Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.918,  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: 4 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: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750183,  Location: SR-408 EB - SR-400 (Lat: 28.535100,  Lng: -81.383250),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Status: Open,  Structure Length: 82.27m (269.91ft),  Average Daily Traffic: 76,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 131,860 (year 2041),  Design Load: HL 93,  Features Intersected: SR-408
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 8.150,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 32,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750184,  Location: SR-408 EB-Lk Underhill Rd (Lat: 28.538236,  Lng: -81.341675),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 74,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,824 (year 2042),  Design Load: HL 93,  Features Intersected: Lk Underhill Rd (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.419,  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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  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: 37.9 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750186,  Location: SR-408 EB - Cosmos Drive (Lat: 28.539511,  Lng: -81.291458),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 69,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,016 (year 2042),  Design Load: HL 93,  Features Intersected: Cosmos Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.355,  Lanes on structure: 5,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 17.5m (57.4ft),  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: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 75022,  Location: SR-408 EB - Church St (Lat: 28.540053,  Lng: -81.410683),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 50,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 88,051 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Church Street
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.443,  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: 23.1m (75.8ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750234,  Location: SR-408 EB - Ferguson Dr (Lat: 28.545689,  Lng: -81.420031),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HS 20,  Features Intersected: Ferguson Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.326,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  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: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750235,  Location: SR-408 - John Young Pkwy (Lat: 28.542583,  Lng: -81.413717),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 95,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 165,692 (year 2042),  Design Load: HL 93,  Features Intersected: John Young Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.039,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750236,  Location: 1 mile West of I-4 (Lat: 28.536222,  Lng: -81.405347),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HL 93,  Features Intersected: Tampa Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.107,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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: 44.7 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750237,  Location: 0.75mi West of I-4 (Lat: 28.535069,  Lng: -81.401375),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HL 93,  Features Intersected: Rio Grande Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.524,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  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: 20.9m (68.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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: 750238,  Location: SR-408 - US-441 (Lat: 28.535144,  Lng: -81.397158),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 96,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 166,560 (year 2041),  Design Load: HL 93,  Features Intersected: Orange Blossom Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.938,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.3m (128.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750239,  Location: 0.5 miles West of I-4 (Lat: 28.535169,  Lng: -81.393122),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 96,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 166,560 (year 2042),  Design Load: HL 93,  Features Intersected: Westmoreland Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.342,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75024,  Location: SR-408-Parramore Ave (Lat: 28.535250,  Lng: -81.389000),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 87,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,945 (year 2041),  Design Load: HL 93,  Features Intersected: Parramore Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.747,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750241,  Location: 0.6 mile East of US-441 (Lat: 28.535181,  Lng: -81.387839),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 96,000 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 166,560 (year 2042),  Design Load: HS 20,  Features Intersected: Terry Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.849,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 30 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: 37.7m (123.7ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 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: 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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750242,  Location: SR-408 Summerlin Ave (Lat: 28.537044,  Lng: -81.368392),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 152,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 263,720 (year 2042),  Design Load: HS 20,  Features Intersected: Summerlin Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.793,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  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: 47.2m (154.9ft),  Out-to-Out Width: 53.1m (174.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750243,  Location: SR-408 EB-Mills Avenue (Lat: 28.537086,  Lng: -81.364225),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 131,860 (year 2042),  Design Load: HS 20,  Features Intersected: Mills Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.194,  Lanes on structure: 5,  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: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750244,  Location: SR-408 - Bumby Ave (Lat: 28.538164,  Lng: -81.351836),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 94,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 163,958 (year 2040),  Design Load: HS 20,  Features Intersected: Bumby Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.420,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 30 degrees,  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: 51.2m (168.0ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750245,  Location: SR-408 - Primrose Drive (Lat: 28.538306,  Lng: -81.347700),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 148,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 257,648 (year 2042),  Design Load: HS 20,  Features Intersected: Primrose Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.825,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  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: 48.8m (160.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750246,  Location: SR-408EB-Crystal Lake Dr (Lat: 28.538211,  Lng: -81.343558),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 74,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,824 (year 2042),  Design Load: HL 93,  Features Intersected: Crystal Lake Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.228,  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: Somewhat better than minimum adequacy,  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: 750247,  Location: SR-408EB-Lake Underhill (Lat: 28.538183,  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: 71,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 124,486 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Lake Underhill
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 12.579,  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: Good,  Operating Rating: 44.7 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: 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 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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