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

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Structure Number: 30181,  Location: AT JUNCTION US-41/CR-887 (Lat: 26.298039,  Lng: -81.802444),  Route carried "on" structure: US 41,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 40,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DUNRUSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.039,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.6m (110.2ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 76.9 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: April 2021

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Structure Number: 120022,  Location: 6.5mi. NW OF US 41 (Lat: 26.378025,  Lng: -81.860989),  Route carried "on" structure: County highway 865,  Year Built: 1965,  Status: Open,  Structure Length: 28.53m (93.60ft),  Average Daily Traffic: 8,100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,505 (year 2041),  Design Load: HS 20,  Features Intersected: NEW PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 15.5m (50.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior 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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 120023,  Location: 0.2MI NORTH OF CR 865 (Lat: 26.333897,  Lng: -81.778842),  Route carried "on" structure: County highway 887,  Year Built: 1960,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,280 (year 2041),  Design Load: H 15,  Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.213,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 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: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 120026,  Location: 4.5 Mi. W of US-41 (Lat: 26.360000,  Lng: -81.857986),  Route carried "on" structure: County highway 865,  Year Built: 1965,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 7,910 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,306 (year 2041),  Design Load: H 20,  Features Intersected: BIG HICKORY PASS,  Facility Carried by Structure: Bonita Beach Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 120055,  Location: 8 Mi. NW of US-41 (Lat: 26.400211,  Lng: -81.870358),  Route carried "on" structure: County highway 865,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 8,110 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,516 (year 2041),  Design Load: H 20,  Features Intersected: LITTLE CARLOS PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.971,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120085,  Location: 0.5MI N of SR-865 (Lat: 26.339344,  Lng: -81.806694),  Route carried "on" structure: US 41,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,340 (year 2042),  Design Load: HL 93,  Features Intersected: IMPERIAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.383,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120095,  Location: 0.5MI N. OF NORTH BAY DR (Lat: 26.365097,  Lng: -81.807786),  Route carried "on" structure: US 41,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,532 (year 2042),  Design Load: HL 93,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.396,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 120143,  Location: 7.3 MI. S/O CORKSCREW RD (Lat: 26.331361,  Lng: -81.750278),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 53,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 92,822 (year 2041),  Design Load: HS 20,  Features Intersected: SR 865 (BONITA BCH RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.637,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 120144,  Location: 0.1 mi. N/O SR 865 (Lat: 26.335625,  Lng: -81.751203),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 55,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,425 (year 2041),  Design Load: HL 93,  Features Intersected: IMPERIAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.107,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120145,  Location: 1 MI. N of CR 865 (Lat: 26.345892,  Lng: -81.753328),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,085 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: EAST TERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.230,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120146,  Location: 0.1 mi. N/O SR 865 (Lat: 26.335714,  Lng: -81.750878),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 55,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,425 (year 2041),  Design Load: HL 93,  Features Intersected: IMPERIAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.107,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120147,  Location: 7.3 MI.S/O CORKSCREW RD (Lat: 26.331372,  Lng: -81.749928),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 53,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 92,822 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 865 (BONITA BCH RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.629,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  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: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 120148,  Location: 0.75 MI N OF CR 865 (Lat: 26.337664,  Lng: -81.751494),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 110,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 190,850 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 120191,  Location: 1.2MI N OF CORKSCREW RD (Lat: 26.449419,  Lng: -81.784231),  Route carried "on" structure: Interstate 75,  Year Built: 2009,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 47,250 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 81,979 (year 2041),  Design Load: HL 93,  Features Intersected: HICKS CROSSING
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 15.451,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 120192,  Location: 1.2MI N OF CORKSCREW RD (Lat: 26.449475,  Lng: -81.783939),  Route carried "on" structure: Interstate 75,  Year Built: 2009,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 47,250 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 81,979 (year 2042),  Design Load: HL 93,  Features Intersected: HICKS CROSSING
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 15.451,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 1208,  Location: 0.75 MI W/O SR-685 (Lat: 26.391319,  Lng: -81.877058),  Route carried "on" structure: State lands road ,  Year Built: 1997,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2041),  Design Load: HS 20,  Features Intersected: ESTERO BAY,  Facility Carried by Structure: TRAM BRIDGE #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 62.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120801,  Location: 1.1 MI W/O SR-865 (Lat: 26.387556,  Lng: -81.874806),  Route carried "on" structure: State lands road ,  Year Built: 1997,  Status: Open,  Structure Length: 22.10m (72.51ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2041),  Design Load: HS 20,  Features Intersected: ESTERO BAY,  Facility Carried by Structure: TRAM BRIDGE #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 124002,  Location: 98ft E OF IMPER RIVER RD (Lat: 26.335211,  Lng: -81.820747),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 320 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2041),  Features Intersected: IMPERIAL RIVER CANAL,  Facility Carried by Structure: TARPON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124004,  Location: 0.4 MI WEST OF CR 887 (Lat: 26.336558,  Lng: -81.784556),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2041),  Features Intersected: OAK CREEK,  Facility Carried by Structure: KENTUCKY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124005,  Location: 0.2 MI S of GOODWIN ST (Lat: 26.340331,  Lng: -81.770950),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,140 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,675 (year 2041),  Design Load: HS 20,  Features Intersected: IMPERIAL RIVER,  Facility Carried by Structure: MATHESON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124006,  Location: 450 FT EAST OF OLD 41 RD (Lat: 26.343772,  Lng: -81.777706),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 2,440 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,050 (year 2041),  Design Load: HS 20,  Features Intersected: LEITNER CREEK,  Facility Carried by Structure: GOODWIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124076,  Location: 0.5MI W OF OLD US 41 (Lat: 26.338953,  Lng: -81.786269),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 2,160 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,700 (year 2041),  Design Load: HS 20,  Features Intersected: OAK CREEK,  Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.519,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 10.0m (32.8ft)

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

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Structure Number: 124082,  Location: 0.02 MI EAST OF US-41 (Lat: 26.337167,  Lng: -81.805917),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1993,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2041),  Design Load: HS 20,  Features Intersected: BOECKMAN BAYOU,  Facility Carried by Structure: BOAT RMP ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.9m (32.5ft)

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: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124088,  Location: 0.7MI NORTH OF CR 865 (Lat: 26.342528,  Lng: -81.779028),  Route carried "on" structure: County highway 887,  Year Built: 1994,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 124101,  Location: 1.5MI W OF US 41 (Lat: 26.330433,  Lng: -81.831606),  Route carried "on" structure: County highway 865,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,250 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE HICKORY BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.606,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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: 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 124105,  Location: 0.7MI N OF E TERRY ST (Lat: 26.352636,  Lng: -81.765983),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,180 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,475 (year 2042),  Design Load: HL 93,  Features Intersected: NEW CANAL,  Facility Carried by Structure: IMPERIAL PKY/WAGON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 29 degrees,  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: 30.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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 23 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2020

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Structure Number: 124109,  Location: 0.2MI S OF COCONUT RD (Lat: 26.392797,  Lng: -81.826308),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,350 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,688 (year 2041),  Design Load: HS 20,  Features Intersected: PELICAN COLONY BLVD,  Facility Carried by Structure: SPRING CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.172,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124119,  Location: 0.25MI N of BONITA BCH RD (Lat: 26.338856,  Lng: -81.738575),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,800 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,140 (year 2041),  Design Load: HS 20,  Features Intersected: BONITA CREEK,  Facility Carried by Structure: BONITA GRAND DR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.8 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12413,  Location: 1.5 mi. S/O Corkscrew Rd. (Lat: 26.412994,  Lng: -81.804750),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,000 (year 2041),  Design Load: HL 93,  Features Intersected: NORTH FLOW WAY,  Facility Carried by Structure: VIA COCONUT POINT
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.600,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021

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Structure Number: 124131,  Location: 1.8MI S OF CORKSCREW RD (Lat: 26.408297,  Lng: -81.804686),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,000 (year 2041),  Design Load: HL 93,  Features Intersected: SOUTH FLOW WAY,  Facility Carried by Structure: VIA COCONUT POINT
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.088,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 77.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021

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Structure Number: 124133,  Location: 0.5Mi North Bonita Bch Rd (Lat: 26.336408,  Lng: -81.762631),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 3,145 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,879 (year 2042),  Design Load: HS 20,  Features Intersected: IMPERIAL RIVER,  Facility Carried by Structure: IMPERIAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.147,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1251,  Location: 1.7Mi N of CR-865 (Lat: 26.355183,  Lng: -81.782678),  Route carried "on" structure: County highway 887,  Year Built: 2009,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 17,550 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,937 (year 2041),  Design Load: HL 93,  Features Intersected: DAVE'S BOG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.934,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021

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Structure Number: 120143,  Location: 7.3 MI. S/O CORKSCREW RD (Lat: 26.331361,  Lng: -81.750278),  Route carried "under" structure: State highway 865,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 11,520 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 865 (BONITA BCH RD),  Facility Carried by Structure: I-75 SB (SR 93)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 120145,  Location: 1 MI. N of CR 865 (Lat: 26.345892,  Lng: -81.753328),  Route carried "under" structure: Interstate 75,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-75,  Facility Carried by Structure: EAST TERRY STREET
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 120147,  Location: 7.3 MI.S/O CORKSCREW RD (Lat: 26.331372,  Lng: -81.749928),  Route carried "under" structure: County highway 865,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 11,520 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 865 (BONITA BCH RD),  Facility Carried by Structure: I-75 NB (SR 93)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 124109,  Location: 0.2MI S OF COCONUT RD (Lat: 26.392797,  Lng: -81.826308),  Route carried "under" structure: County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 2%,  Features Intersected: PELICAN COLONY BLVD,  Facility Carried by Structure: SPRING CREEK DR
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)