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

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Structure Number: 16453,  Location: 0.6MI NORTH OF CR-540A (Lat: 27.976767,  Lng: -81.693619),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,360 (year 2041),  Design Load: HL 93,  Features Intersected: HELENA CANAL,  Facility Carried by Structure: HELENA ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.2 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 750416,  Location: 2.9 miles North of SR-50 (Lat: 28.591908,  Lng: -81.557731),  Route carried "on" structure: State highway 429,  Year Built: 2000,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20,  Features Intersected: Northwest Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.386,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750417,  Location: 2.9 miles North of SR-50 (Lat: 28.591850,  Lng: -81.557417),  Route carried "on" structure: State highway 429,  Year Built: 2000,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20,  Features Intersected: Northwest Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.383,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750483,  Location: SR-436 EB - US-441 NB (Lat: 28.672722,  Lng: -81.495886),  Route carried "on" structure: State highway 436,  Year Built: 2002,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20,  Features Intersected: US-441 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 750496,  Location: 4.0 Mi. South of US-441 (Lat: 28.633583,  Lng: -81.541722),  Route carried "on" structure: State highway 429,  Year Built: 2000,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 31,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 54,219 (year 2042),  Design Load: HS 20,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.224,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750497,  Location: 4.0 Mi. South of US-441 (Lat: 28.633889,  Lng: -81.541611),  Route carried "on" structure: State highway 429,  Year Built: 2000,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 31,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 54,219 (year 2042),  Design Load: HS 20,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.253,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750502,  Location: 0.6Mi. North of SR-414 (Lat: 28.660994,  Lng: -81.527672),  Route carried "on" structure: State highway 451,  Year Built: 2000,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,542 (year 2042),  Design Load: HS 20,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750503,  Location: 0.6Mi. North of SR-414 (Lat: 28.661050,  Lng: -81.527358),  Route carried "on" structure: State highway 451,  Year Built: 2000,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,542 (year 2042),  Design Load: HS 20,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750504,  Location: 0.9Mi. South of US-441 (Lat: 28.670639,  Lng: -81.526350),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,214 (year 2042),  Design Load: HS 20,  Features Intersected: SR-451,  Facility Carried by Structure: Johns Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750505,  Location: 0.4 Mi South of US-441 (Lat: 28.676706,  Lng: -81.527706),  Route carried "on" structure: State highway 451,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,542 (year 2042),  Design Load: HS 20,  Features Intersected: Marshall Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.654,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750506,  Location: 0.4 Mi South of US-441 (Lat: 28.676725,  Lng: -81.527358),  Route carried "on" structure: State highway 451,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,542 (year 2042),  Design Load: HS 20,  Features Intersected: Marshall Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.635,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750507,  Location: SR-451 - Fla Central RR (Lat: 28.682419,  Lng: -81.528417),  Route carried "on" structure: Ramp State highway 451,  Year Built: 2000,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,338 (year 2042),  Design Load: HS 20,  Features Intersected: Florida Central RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750508,  Location: SR-451 - Fla Central RR (Lat: 28.681889,  Lng: -81.527592),  Route carried "on" structure: Ramp State highway 451,  Year Built: 2000,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HL 93,  Features Intersected: Florida Central RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.221,  Lanes on structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750714,  Location: 3.1 Miles South of US-441 (Lat: 28.652556,  Lng: -81.544611),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp DB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750715,  Location: 3.1 Miles South of US-441 (Lat: 28.652417,  Lng: -81.544222),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp DB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.598,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.1 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750716,  Location: 3.3 Miles South of US-441 (Lat: 28.651000,  Lng: -81.543744),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HL 93,  Features Intersected: Harmon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750717,  Location: 3.3 Miles South of US-441 (Lat: 28.651000,  Lng: -81.543444),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HL 93,  Features Intersected: Harmon Road
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 1.436,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750718,  Location: SR-414 and SR-429 (Lat: 28.650694,  Lng: -81.543406),  Route carried "on" structure: Ramp State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 13.03m (42.75ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR-429 and Harmon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.263,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750719,  Location: SR-429 and SR-414 (Lat: 28.651008,  Lng: -81.541608),  Route carried "on" structure: Ramp State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HL 93,  Features Intersected: Harmon Rd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 75072,  Location: SR-414 and SR-429 (Lat: 28.653081,  Lng: -81.534778),  Route carried "on" structure: State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.088,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 37.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 750721,  Location: 0.5Mi. West of Mardon Rd. (Lat: 28.652861,  Lng: -81.534972),  Route carried "on" structure: State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.088,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.9m (91.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750722,  Location: SR-429 and SR-414 (Lat: 28.652392,  Lng: -81.535047),  Route carried "on" structure: Ramp State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HL 93,  Features Intersected: CR-437A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.075,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 750723,  Location: SR-429 NB to SR-541 NB (Lat: 28.653017,  Lng: -81.530983),  Route carried "on" structure: Ramp State highway 451,  Year Built: 2012,  Status: Open,  Structure Length: 26.73m (87.70ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR-414 and Ramp HF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.345,  Lanes on structure: 1,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750724,  Location: SR-429 and SR-414 (Lat: 28.653000,  Lng: -81.530139),  Route carried "on" structure: Ramp State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,063 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR-414,  Facility Carried by Structure: Maitland Blvd Ext.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.380,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 76.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750725,  Location: 1 Mile N of W Keene Rd (Lat: 28.652950,  Lng: -81.525753),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,511 (year 2042),  Design Load: HL 93,  Features Intersected: SR-414,  Facility Carried by Structure: Marden Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750728,  Location: SR-414 and SR-429 (Lat: 28.652481,  Lng: -81.541667),  Route carried "on" structure: Ramp State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 16.74m (54.92ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: Ramp DB and Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.975,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 83.4m (273.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750731,  Location: 3Mi S - Orange Blossom Tr (Lat: 28.658889,  Lng: -81.550722),  Route carried "on" structure: County highway 437,  Year Built: 2012,  Status: Open,  Structure Length: 10.71m (35.14ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HL 93,  Features Intersected: SR-414
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 10.984,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750732,  Location: 1.8 Miles South of US-441 (Lat: 28.669300,  Lng: -81.555694),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: Lust Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.147,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.1 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750733,  Location: 1.8 Miles South of US-441 (Lat: 28.669308,  Lng: -81.555389),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: Lust Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.154,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 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: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750734,  Location: 0.7 Mile South of US-441 (Lat: 28.683750,  Lng: -81.559278),  Route carried "on" structure: State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: Peterson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.847,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750735,  Location: 0.7 Mile South of US-441 (Lat: 28.683750,  Lng: -81.559028),  Route carried "on" structure: State highway 414,  Year Built: 2012,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: Peterson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.852,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750736,  Location: 0.1 Mile South of US-441 (Lat: 28.692003,  Lng: -81.559075),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 26.94m (88.39ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: GE, Honey Trans, Fiskars
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.643,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750737,  Location: 0.1 Mile South of US-441 (Lat: 28.692014,  Lng: -81.558767),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 26.87m (88.16ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: GE Honey Trans Fiskars
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 14.648,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750738,  Location: 0.1 Mile North of G.E. Rd (Lat: 28.694386,  Lng: -81.559231),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 12.69m (41.63ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 & Fla Cent RR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 14.973,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.6m (208.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750739,  Location: 0.1 Mile N of G.E. Road (Lat: 28.694336,  Lng: -81.558978),  Route carried "on" structure: State highway 429,  Year Built: 2012,  Status: Open,  Structure Length: 12.69m (41.63ft),  Average Daily Traffic: 17,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,929 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 & Fla Cent RR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 14.960,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.6m (208.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750843,  Location: 3.8 MI. N of US-441 (Lat: 28.749333,  Lng: -81.566778),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Parcel 197
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.782,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750844,  Location: 4.3 Mi N of US-441 (Lat: 28.756519,  Lng: -81.567128),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 6,650 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: W Kelly Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.582,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750845,  Location: 4.3 Mi N of US-441 (Lat: 28.756500,  Lng: -81.566861),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: W Kelly Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.582,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750846,  Location: 2.6 MI. N of US-441 (Lat: 28.733111,  Lng: -81.563944),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Victor Flood Plain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.848,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750847,  Location: 2.6 MI. N of US-441 (Lat: 28.732556,  Lng: -81.563278),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 11.48m (37.66ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Victor Flood Plain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 750851,  Location: 0.25 Mi. N of US-441 (Lat: 28.698333,  Lng: -81.559278),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Connector Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.3m (194.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 750852,  Location: 0.25 Mi N of US-441 (Lat: 28.698194,  Lng: -81.559222),  Route carried "on" structure: State highway 429,  Year Built: 2017,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Connector Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.3m (194.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 750853,  Location: 0.4 Mile N of US-441 (Lat: 28.700083,  Lng: -81.559278),  Route carried "on" structure: State highway 429,  Year Built: 2016,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 6,650 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,538 (year 2042),  Design Load: HL 93,  Features Intersected: Southfork Drive
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.256,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place