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

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Structure Number: 10061,  Location: 0.1MI N OF ROTONDA BLVD W (Lat: 26.890356,  Lng: -82.309164),  Route carried "on" structure: County highway 775,  Year Built: 1982,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 15,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,198 (year 2042),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.349,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14053,  Location: 0.8MI EAST OF CR-771 (Lat: 26.895028,  Lng: -82.227406),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 309 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 536 (year 2042),  Features Intersected: SANTA CRUZ WATERWAY,  Facility Carried by Structure: KEYSTONE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14054,  Location: 0.1MI EAST OF CR-771 (Lat: 26.877533,  Lng: -82.233414),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 168 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 291 (year 2042),  Features Intersected: SANTA CRUZ WATERWAY,  Facility Carried by Structure: APPLETON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14055,  Location: 0.7MI E OF CALUMET BLVD. (Lat: 26.890164,  Lng: -82.208611),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 326 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 566 (year 2042),  Features Intersected: PRESIDENT WATERWAY,  Facility Carried by Structure: KEYSTONE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.6 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,  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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14056,  Location: 1MI EAST OF OF CR-771 (Lat: 26.895000,  Lng: -82.207061),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 671 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,164 (year 2042),  Features Intersected: PRESIDENT WATERWAY,  Facility Carried by Structure: INGRAHAM BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14059,  Location: 150FT W OF ROTONDA CIRCLE (Lat: 26.892714,  Lng: -82.296625),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HS 20,  Features Intersected: ROTONDA RIVER,  Facility Carried by Structure: ROTONDA BLVD WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.640,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 14061,  Location: 0.1MI S OF ROTONDA BLVD W (Lat: 26.890906,  Lng: -82.295889),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: OAKLAND HILLS CREEK,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: Wearing Surface: Bituminous

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Structure Number: 14062,  Location: 100FT S 0F ROTONDA CIRCLE (Lat: 26.877294,  Lng: -82.289567),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,205 (year 2042),  Design Load: HS 20,  Features Intersected: ROTONDA CANAL 31-5,  Facility Carried by Structure: CAPE HAZE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.874,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 14063,  Location: 0.1MI N OF MARK TWAIN LN (Lat: 26.894458,  Lng: -82.295867),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: H 20,  Features Intersected: CANAL 32-1/PEBBLE BEACH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 14071,  Location: 0.2MI N OF INGRAHAM BLVD. (Lat: 26.901853,  Lng: -82.213767),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 175 (year 2042),  Features Intersected: ZEPHYR WATERWAY,  Facility Carried by Structure: CALUMET BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14072,  Location: 0.6MI EAST OF CR-771 (Lat: 26.901797,  Lng: -82.221378),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 633 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,098 (year 2042),  Features Intersected: SANTA CRUZ WATERWAY,  Facility Carried by Structure: INGRAHAM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.2 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14076,  Location: 200YDS WEST OF CR-775 (Lat: 26.852081,  Lng: -82.293078),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,909 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CAPSTAN CUT WW,  Facility Carried by Structure: CAPE HAZE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14082,  Location: 0.6MI N of SR 776 (Lat: 26.944667,  Lng: -82.247289),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,297 (year 2042),  Features Intersected: NEWGATE WATERWAY,  Facility Carried by Structure: DAVID BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14083,  Location: 100FT E OF MEMORIAL DR (Lat: 26.917500,  Lng: -82.262164),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,981 (year 2042),  Features Intersected: MEMORIAL WATERWAY,  Facility Carried by Structure: GULFSTREAM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.2 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14084,  Location: 0.7MI WEST OF CR-771 (Lat: 26.922844,  Lng: -82.237692),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 954 (year 2042),  Features Intersected: SIOUX WATERWAY,  Facility Carried by Structure: MARATHON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14087,  Location: 0.1MI S OF GULF BLVD. (Lat: 26.870056,  Lng: -82.317842),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2042),  Design Load: HL 93,  Features Intersected: BOCILLA INLET,  Facility Carried by Structure: S GULF BLVD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 14088,  Location: 210FT S OF FORESMAN BLVD. (Lat: 26.944689,  Lng: -82.255583),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 521 (year 2042),  Design Load: HS 20,  Features Intersected: LAFITTE WATERWAY,  Facility Carried by Structure: JENNINGS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 14089,  Location: 30FT W OF SR-776 (Lat: 26.946889,  Lng: -82.216306),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,603 (year 2041),  Design Load: HS 20,  Features Intersected: EARLY WATERWAY,  Facility Carried by Structure: GILLOT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020

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Structure Number: 1409,  Location: 300 YDS S OF GULF BLVD. (Lat: 26.867739,  Lng: -82.318428),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2042),  Design Load: HS 20,  Features Intersected: BOCILLA INLET,  Facility Carried by Structure: SOUTH GULF BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14091,  Location: 300FT EAST OF ROSEMONT DR (Lat: 26.917444,  Lng: -82.267889),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: SEA MIST WATERWAY,  Facility Carried by Structure: GULFSTREAM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.746,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.2 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: Meets minimum limits,  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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14097,  Location: 0.6MI. SOUTH OF SR-776 (Lat: 26.924231,  Lng: -82.269264),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: H 20,  Features Intersected: MARCH WATERWAY,  Facility Carried by Structure: OCEAN SPRAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14098,  Location: 1.1 MI W OF ROTONDA BLV N (Lat: 26.906867,  Lng: -82.289797),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: PEBBLE CREEK,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14099,  Location: 0.1MI E OF BOUNDARY BLVD (Lat: 26.908039,  Lng: -82.289475),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: ROTONDA RIVER,  Facility Carried by Structure: REBEL COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 141,  Location: 1.0MI W OF ROTONDA BLV N (Lat: 26.908297,  Lng: -82.288194),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: PINEHURST CREEK SOUTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14101,  Location: 175YD W OF ROTONDA BLVD N (Lat: 26.913697,  Lng: -82.274306),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: PINEHURST CRK N,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.0 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: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14102,  Location: 75YDS N OF ROTONDA CIR (Lat: 26.914353,  Lng: -82.272381),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,063 (year 2040),  Design Load: H 20,  Features Intersected: ROTONDA RIVER CANAL,  Facility Carried by Structure: ROTONDA BLVD N SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.3 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: Meets minimum limits,  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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14103,  Location: 75YDS NORTH OF ROTONDA CR (Lat: 26.914347,  Lng: -82.272281),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,063 (year 2040),  Design Load: H 20,  Features Intersected: ROTONDA RIVER CANAL,  Facility Carried by Structure: ROTONDA BLVD N NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.3 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14104,  Location: 175YD E of ROTONDA BLVD N (Lat: 26.913678,  Lng: -82.270344),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: BROADMOOR CK N,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 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: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14105,  Location: 1.2MI N of ROTONDA BLVD E (Lat: 26.908250,  Lng: -82.256492),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: BROADMOOR CRK SOUTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.5 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: Meets minimum limits,  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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14106,  Location: 1.1MI N of ROTONDA BLV E (Lat: 26.906778,  Lng: -82.254881),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: H 20,  Features Intersected: LONG MEADOW CREEK NORTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14107,  Location: 190YD N OF ROTONDA BLVD E (Lat: 26.894333,  Lng: -82.248892),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: H 20,  Features Intersected: LONG MEADOW CREEK SOUTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.5 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14108,  Location: 0.4MI WEST OF CR-771 (Lat: 26.892606,  Lng: -82.248147),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,297 (year 2042),  Design Load: H 20,  Features Intersected: ROTONDA RIVER CANAL,  Facility Carried by Structure: ROTONDA BLVD E. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14109,  Location: 0.4MI WEST OF CR-771 (Lat: 26.892514,  Lng: -82.248147),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,297 (year 2042),  Design Load: H 20,  Features Intersected: ROTONDA RIVER CANAL,  Facility Carried by Structure: ROTONDA BLVD E. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14111,  Location: 1.0MI S of ROTONDA BLVD E (Lat: 26.878375,  Lng: -82.254975),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: H 20,  Features Intersected: WHITE MARSH CREEK SOUTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14112,  Location: 0.1MI E OF ROTONDA BLVD S (Lat: 26.871561,  Lng: -82.270467),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: H 20,  Features Intersected: PINE VALLEY CREEK SOUTH,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.5 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: 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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14113,  Location: 0.1MI N OF BOUNDARY BLVD. (Lat: 26.870897,  Lng: -82.272397),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: H 20,  Features Intersected: ROTONDA RIVER,  Facility Carried by Structure: ROTONDA BLVD SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.088,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 64.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 14123,  Location: 1.2MI S OF ROTONDA BLVD. (Lat: 26.876925,  Lng: -82.256592),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: HS 20,  Features Intersected: PINE VALLEY CREEK,  Facility Carried by Structure: ROTONDA CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14126,  Location: 190 FT. N OF FISHERY RD (Lat: 26.833861,  Lng: -82.264167),  Route carried "on" structure: County highway 775,  Year Built: 2010,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,410 (year 2040),  Design Load: HL 93,  Features Intersected: CORAL CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.2 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 minimum criteria,  Deck Geometry: Meets minimum limits,  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 4 months,  Inspection Date: June 2020,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14155,  Location: 1.2 MI S OF SR-776 (Lat: 26.916167,  Lng: -82.226528),  Route carried "on" structure: County highway 771,  Year Built: 2016,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,410 (year 2041),  Design Load: HL 93,  Features Intersected: BUTTERFORD WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.290,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16004,  Location: 0.5MI S/O CR-775 & CR-771 (Lat: 26.826922,  Lng: -82.269983),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 7,100 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,318 (year 2041),  Design Load: HL 93,  Features Intersected: Gasparilla Sound,  Facility Carried by Structure: Boca Grande CSWY
Minimum Vertical Clearance: 5.83m (19.13ft),  Kilometerpoint: 4.245,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.8m (22.3ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 68.6m (225.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16005,  Location: 1.9MI SOUTH OF CR-775 (Lat: 26.808528,  Lng: -82.276194),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 7,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,319 (year 2042),  Design Load: HL 93,  Features Intersected: GASPARILLA SOUND,  Facility Carried by Structure: BOCA GRANDE CSWY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.168,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 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 minimum 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