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

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Structure Number: 34176,  Location: 1.0MI SOUTH OF SR 865 (Lat: 26.291000,  Lng: -81.818569),  Route carried "on" structure: County highway 901,  Year Built: 2010,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 7,100 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,500 (year 2042),  Design Load: HL 93,  Features Intersected: COCOHATCHEE RIVER
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.283,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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,  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: Febuary 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120001,  Location: 4.1 MI WEST OF I-75 (Lat: 26.651683,  Lng: -81.856683),  Route carried "on" structure: County highway 80,  Year Built: 1941,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 8,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,400 (year 2041),  Design Load: H 15,  Features Intersected: Billy's Creek,  Facility Carried by Structure: First Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.129,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 7.5m (24.6ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120002,  Location: 2.3MI SOUTH OF SR-78 (Lat: 26.649092,  Lng: -81.876914),  Route carried "on" structure: US 41,  Year Built: 1962,  Status: Open,  Structure Length: 151.36m (496.59ft),  Average Daily Traffic: 42,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,870 (year 2042),  Design Load: H 10,  Features Intersected: CALOOSA RVR & W 1ST ST.
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 38.092,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 32.0m (105.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 73,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 151.36m (496.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120005,  Location: 0.25MI S/O CALOOSAHATCHEE (Lat: 26.640806,  Lng: -81.872778),  Route carried "on" structure: US 41,  Year Built: 1962,  Status: Open,  Structure Length: 14.47m (47.47ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,965 (year 2042),  Design Load: H 20,  Features Intersected: SR-80 SR-82 SR-867
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.844,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.4 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 corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120006,  Location: 540 FT S OF SR-884 (Lat: 26.595244,  Lng: -81.871872),  Route carried "on" structure: US 41,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 72,870 (year 2042),  Design Load: H 10,  Features Intersected: KELLYS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.864,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 120007,  Location: 1.9MI S OF SR-82 (Lat: 26.611500,  Lng: -81.872000),  Route carried "on" structure: US 41,  Year Built: 1962,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: H 10,  Features Intersected: COUNTRY CLUB CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.670,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 120018,  Location: 4.2MI N OF SR-865 (Lat: 26.576639,  Lng: -81.897944),  Route carried "on" structure: State highway 867,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 22,000 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,170 (year 2042),  Design Load: H 10,  Features Intersected: WHISKEY CREEK,  Facility Carried by Structure: MCGREGOR BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: Febuary 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120069,  Location: 0.5MI NORTH OF CR-884 (Lat: 26.604056,  Lng: -81.887606),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,485 (year 2041),  Design Load: H 10,  Features Intersected: MCGREGOR GROVE CREEK,  Facility Carried by Structure: MCGREGOR BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.325,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: October 2021

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Structure Number: 12007,  Location: 1MI N OF CR-884 (Lat: 26.611403,  Lng: -81.884611),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 20,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,945 (year 2041),  Design Load: H 10,  Features Intersected: COUNTRY CLUB CANAL,  Facility Carried by Structure: McGREGOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.184,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: October 2021

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Structure Number: 120077,  Location: 1MI EAST OF US-41/SR-45 (Lat: 26.597219,  Lng: -81.855539),  Route carried "on" structure: State highway 884,  Year Built: 1976,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 54,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,690 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TEN MILE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.484,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120083,  Location: 0.6MI NORTH OF SR-80 (Lat: 26.697336,  Lng: -81.799483),  Route carried "on" structure: Interstate 75,  Year Built: 1976,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 117.58m (385.76ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: CALOOSAHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Navigation Control: Yes ( Vertical Clearance: 16.6m (54.5ft), Horizontal Clearance: 31.8m (104.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 59,  Length of Maximum Span: 51.6m (169.3ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 118.30m (388.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $121,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120084,  Location: 0.6MI NORTH OF SR-80 (Lat: 26.697375,  Lng: -81.799122),  Route carried "on" structure: Interstate 75,  Year Built: 1976,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 119.00m (390.42ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: CALOOSAHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Navigation Control: Yes ( Vertical Clearance: 16.6m (54.5ft), Horizontal Clearance: 31.8m (104.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 59,  Length of Maximum Span: 51.6m (169.3ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 118.30m (388.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $121,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120088,  Location: SR-865 AT FT MYERS BEACH (Lat: 26.457336,  Lng: -81.953650),  Route carried "on" structure: State highway 685,  Year Built: 1980,  Status: Open,  Structure Length: 64.10m (210.30ft),  Average Daily Traffic: 21,500 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20,  Features Intersected: MATANZAS PASS,  Facility Carried by Structure: SR-865
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.222,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 25.0m (82.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: Febuary 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12009,  Location: 1.8 Mi. S of SR-80 (Lat: 26.656372,  Lng: -81.799628),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 42,000 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,500 (year 2041),  Design Load: HS 20,  Features Intersected: LUCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.727,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 33.1m (108.6ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120091,  Location: 1.8 Mi. S of SR-80 (Lat: 26.656378,  Lng: -81.799353),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,250 (year 2041),  Design Load: HS 20,  Features Intersected: LUCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.732,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 33.1m (108.6ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120106,  Location: 6.2 MI S/O SR-82 (Lat: 26.547294,  Lng: -81.795144),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 43,750 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 54,688 (year 2041),  Design Load: HL 93,  Features Intersected: SR-876 (DANIELS PKWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.392,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.1 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: 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

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Structure Number: 120107,  Location: 6.2 MI S OF SR-82 (Lat: 26.547286,  Lng: -81.794817),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 88,500 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 94,088 (year 2041),  Design Load: HL 93,  Features Intersected: SR-876 (DANIELS PKWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.392,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120118,  Location: 2.3 mi. S/O SR 82 (Lat: 26.602928,  Lng: -81.800486),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 43,750 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,688 (year 2041),  Design Load: HL 93,  Features Intersected: SIX MILE CYPRESS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.697,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120119,  Location: 2.3 MI. S/O SR 82 (Lat: 26.602958,  Lng: -81.800147),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 43,750 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,688 (year 2041),  Design Load: HL 93,  Features Intersected: SIX MILE CYPRESS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.697,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12012,  Location: 1.6MI South of SR-82 (Lat: 26.612836,  Lng: -81.803386),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 43,750 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,688 (year 2041),  Design Load: HS 20,  Features Intersected: SR-884 (COLONIAL BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.809,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120121,  Location: 1.6 Mi. S of SR-82 (Lat: 26.612856,  Lng: -81.803069),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 43,750 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,688 (year 2041),  Design Load: HS 20,  Features Intersected: SR-884 (COLONIAL BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.803,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120122,  Location: 3.4 Mi. S of SR-80 (Lat: 26.635006,  Lng: -81.803019),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 44,250 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,313 (year 2041),  Design Load: HL 93,  Features Intersected: SR-82 (MLK BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.312,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120123,  Location: 3.4MI S of SR-80 (Lat: 26.634925,  Lng: -81.802714),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 44,250 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,313 (year 2041),  Design Load: HL 93,  Features Intersected: SR-82 (MLK BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.312,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 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: 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

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Structure Number: 120157,  Location: 650FT NORTH OF SR-80 (Lat: 26.652528,  Lng: -81.866886),  Route carried "on" structure: Business US 41,  Year Built: 1992,  Status: Open,  Structure Length: 160.11m (525.30ft),  Average Daily Traffic: 18,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,230 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Caloosahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 17.0m (55.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 36,  Number Of Approach Spans: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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,  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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 120158,  Location: 650FT NORTH OF SR-80 (Lat: 26.650606,  Lng: -81.868906),  Route carried "on" structure: Business US 41,  Year Built: 1993,  Status: Open,  Structure Length: 139.49m (457.64ft),  Average Daily Traffic: 16,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,628 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALOOSAHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 120010,  Subroute: 60),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 32,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12016,  Location: 0.4MI EAST OF I-75 (Lat: 26.688294,  Lng: -81.791089),  Route carried "on" structure: State highway 80,  Year Built: 1990,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 33,500 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,122 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ORANGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.698,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  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: December 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120164,  Location: 0.3MI E OF US-41 (SR-45) (Lat: 26.650725,  Lng: -81.852861),  Route carried "on" structure: State highway 80,  Year Built: 1988,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20,  Features Intersected: BILLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.070,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120172,  Location: 2.3MI SOUTH OF CR-865 (Lat: 26.499458,  Lng: -81.853903),  Route carried "on" structure: US 41,  Year Built: 1998,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 46,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 79,810 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TEN MILE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.757,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.6m (87.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120173,  Location: 0.6 MI N/O WINKLER AVE (Lat: 26.611861,  Lng: -81.854500),  Route carried "on" structure: State highway 739,  Year Built: 2015,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,208 (year 2041),  Design Load: HL 93,  Features Intersected: TEN MILE CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.272,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.5 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120179,  Location: 0.5 MI W/O BEN HILL GRIFF (Lat: 26.511708,  Lng: -81.794603),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 13.24m (43.44ft),  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,125 (year 2041),  Design Load: HL 93,  Features Intersected: I-75,  Facility Carried by Structure: SWFIA TERMINAL ACC
Minimum Vertical Clearance: 11.70m (38.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  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: 40.9m (134.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 38.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12018,  Location: 1MI NORTH OF ALICO RD (Lat: 26.506208,  Lng: -81.850036),  Route carried "on" structure: State highway 739,  Year Built: 2012,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: HL 93,  Features Intersected: BRIARCLIFF DITCH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.290,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 120181,  Location: 0.7MI SOUTH OF SR 865 (Lat: 26.518633,  Lng: -81.853600),  Route carried "on" structure: Business State highway 739,  Year Built: 2012,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: HL 93,  Features Intersected: SIX MILE CYPRESS SLOUGH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.753,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: 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: 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: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 120182,  Location: 0.50 MI SOUTH OF SR-865 (Lat: 26.521831,  Lng: -81.853669),  Route carried "on" structure: State highway 739,  Year Built: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: HL 93,  Features Intersected: SIX MILE CYPRESS SLOUGH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.089,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 120183,  Location: 4.5MI WEST OF I-75 (Lat: 26.596836,  Lng: -81.871733),  Route carried "on" structure: State highway 884,  Year Built: 1997,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 54,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,690 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-41 (SR-45)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.806,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 77.1m (253.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120184,  Location: 1MI SOUTHWEST OF US-41 (Lat: 26.629972,  Lng: -81.882778),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,485 (year 2041),  Design Load: HS 20,  Features Intersected: MANUEL CANAL,  Facility Carried by Structure: MCGREGOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.302,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 120185,  Location: 0.5 MI E of I-75 (SR-93) (Lat: 26.511806,  Lng: -81.785472),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 27,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,375 (year 2041),  Design Load: HL 93,  Features Intersected: BEN HILL GRIFFIN PRKY,  Facility Carried by Structure: SWFIA TERMINAL ACC
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.954,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12019,  Location: 0.3 MI N/O US-41 (Lat: 26.495144,  Lng: -81.843147),  Route carried "on" structure: State highway 739,  Year Built: 2012,  Status: Open,  Structure Length: 27.05m (88.75ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,772 (year 2040),  Design Load: HL 93,  Features Intersected: ALICO RD / SGRR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.758,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 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: Better than present minimum 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: 120193,  Location: 1.2 MI N/O ALICO ROAD (Lat: 26.510572,  Lng: -81.795142),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2014,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 28,370 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,462 (year 2040),  Design Load: HL 93,  Features Intersected: Canal 193
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.318,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 120198,  Location: 1.6MI EAST OF I-75 (Lat: 26.627058,  Lng: -81.778331),  Route carried "on" structure: State highway 82,  Year Built: 2012,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HL 93,  Features Intersected: Buckingham Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.661,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.8 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: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020

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Structure Number: 120199,  Location: 0.6 MI N/O WINKLER AVE (Lat: 26.612181,  Lng: -81.855261),  Route carried "on" structure: State highway 739,  Year Built: 2015,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,208 (year 2041),  Design Load: HL 93,  Features Intersected: PALM AVE & SGRR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.381,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120802,  Location: 177FT. E/O BEN HILL GRIFF (Lat: 26.511839,  Lng: -81.784914),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,125 (year 2041),  Design Load: HL 93,  Features Intersected: CANAL,  Facility Carried by Structure: SWFIA TERM ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Culverts: Very good,  Operating Rating: 42.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Other