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

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Structure Number: 730011,  Location: 3.0 Mi W of CR-305 (Lat: 29.480950,  Lng: -81.422417),  Route carried "on" structure: State highway 20,  Year Built: 1936,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,154 (year 2042),  Features Intersected: Water Oak Brook
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.271,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $70,000,  Total Project Cost: $209,000

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Structure Number: 730013,  Location: 2.3 Mi W of US-1 (Lat: 29.467800,  Lng: -81.303897),  Route carried "on" structure: State highway 100,  Year Built: 1936,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,442 (year 2042),  Design Load: H 15,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $52,000,  Total Project Cost: $209,000

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Structure Number: 730023,  Location: 1.4 Mi N of Vol. Co. Line (Lat: 29.364578,  Lng: -81.169653),  Route carried "on" structure: US 5,  Year Built: 1940,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,283 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,576 (year 2042),  Features Intersected: Favorita Canal,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.158,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: January 2022,  Underwater Inspection Date: January 2022

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Structure Number: 730024,  Location: US-1 in Bunnell (Lat: 29.468400,  Lng: -81.261506),  Route carried "on" structure: US 5,  Year Built: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,577 (year 2042),  Design Load: H 15,  Features Intersected: Canal,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.094,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $91,000,  Total Project Cost: $120,000

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Structure Number: 730052,  Location: 5.4 Mi W of CR-305 (Lat: 29.485303,  Lng: -81.460825),  Route carried "on" structure: State highway 20,  Year Built: 1936,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,154 (year 2042),  Design Load: H 20,  Features Intersected: Unnamed Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $34,000,  Total Project Cost: $209,000

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Structure Number: 730053,  Location: 1.3 Mi W of US-1 (Lat: 29.466897,  Lng: -81.287600),  Route carried "on" structure: State highway 100,  Year Built: 1936,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,442 (year 2042),  Design Load: HS 20,  Features Intersected: Black Swamp Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.685,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 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: 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: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 730061,  Location: SR-11 - Sweetwater Branch (Lat: 29.418658,  Lng: -81.301994),  Route carried "on" structure: State highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Sweetwater Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730062,  Location: SR-11 over Parker Canal (Lat: 29.430542,  Lng: -81.290231),  Route carried "on" structure: State highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Parker Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 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,  Inventory Rating: 64.7 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: November 2020

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Structure Number: 730063,  Location: SR-11 over Bunnell Canal (Lat: 29.452828,  Lng: -81.269733),  Route carried "on" structure: State highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HL 93,  Features Intersected: Bunnell Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.044,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 730064,  Location: 3.1 Mi. N of Volusia Line (Lat: 29.385000,  Lng: -81.188447),  Route carried "on" structure: US 5,  Year Built: 1940,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,283 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,576 (year 2042),  Features Intersected: Outfall Ditch,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.073,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 730065,  Location: 4.3 Mi. N of Volusia Line (Lat: 29.401617,  Lng: -81.194483),  Route carried "on" structure: US 5,  Year Built: 1940,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,283 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,576 (year 2042),  Features Intersected: Outfall Ditch,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.997,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 730066,  Location: 2.2 Mi E of Putnam Co Ln. (Lat: 29.512492,  Lng: -81.498819),  Route carried "on" structure: State highway 100,  Year Built: 2002,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,154 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Salt Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.2 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: 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: January 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730067,  Location: SR-100-Big Cypress Swamp (Lat: 29.481258,  Lng: -81.345236),  Route carried "on" structure: State highway 100,  Year Built: 2002,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,442 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Big Cypress Swamp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730068,  Location: SR-100 over US-1 (Lat: 29.472153,  Lng: -81.266786),  Route carried "on" structure: State highway 100,  Year Built: 2002,  Status: Open,  Structure Length: 11.81m (38.75ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,442 (year 2042),  Design Load: HS 20,  Features Intersected: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.835,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730069,  Location: SR-11 - Middle Haw Creek (Lat: 29.360081,  Lng: -81.311478),  Route carried "on" structure: State highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Middle Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.431,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 73007,  Location: SR-11 over Black Branch (Lat: 29.446081,  Lng: -81.276022),  Route carried "on" structure: State highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Black Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.072,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730073,  Location: SR-11 - Little Haw Creek (Lat: 29.268803,  Lng: -81.336211),  Route carried "on" structure: State highway 11,  Year Built: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,072 (year 2042),  Design Load: HL 93,  Features Intersected: Little Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730074,  Location: US-1 NB over Black Branch (Lat: 29.451697,  Lng: -81.245597),  Route carried "on" structure: US 1,  Year Built: 2010,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,063 (year 2042),  Design Load: HL 93,  Features Intersected: Black Branch Creek
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 14.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730075,  Location: US-1 SB over Black Branch (Lat: 29.451497,  Lng: -81.245697),  Route carried "on" structure: US 1,  Year Built: 2010,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,063 (year 2042),  Design Load: HL 93,  Features Intersected: Black Branch Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 73094,  Location: US-1 - Korona Canal (Lat: 29.408842,  Lng: -81.200267),  Route carried "on" structure: US 5,  Year Built: 1957,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,464 (year 2042),  Design Load: HS 15,  Features Intersected: Korona Canal,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.052,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 73401,  Location: 0.5 Mile West of SR-11 (Lat: 29.343286,  Lng: -81.319264),  Route carried "on" structure: County highway 304,  Year Built: 1966,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 1,350 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,342 (year 2042),  Design Load: H 15,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.512,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Inspection Date: December 2021

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Structure Number: 734011,  Location: 0.8 mile East of SR-11 (Lat: 29.350158,  Lng: -81.301069),  Route carried "on" structure: County highway 304,  Year Built: 1966,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 1,350 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: H 20,  Features Intersected: Middle Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.547,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734012,  Location: 3.9 miles East of SR-11 (Lat: 29.378128,  Lng: -81.272644),  Route carried "on" structure: County highway 304,  Year Built: 1966,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,350 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,342 (year 2042),  Design Load: H 20,  Features Intersected: Sweet Water Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.709,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734013,  Location: 2.7 miles West of US-1 (Lat: 29.395006,  Lng: -81.255528),  Route carried "on" structure: County highway 304,  Year Built: 1966,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 1,350 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: H 20,  Features Intersected: Parker Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734024,  Location: 0.8 mile West of US-1 (Lat: 29.486558,  Lng: -81.279411),  Route carried "on" structure: County highway 13,  Year Built: 1952,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,517 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,908 (year 2042),  Design Load: HL 93,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.294,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.1 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 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 734046,  Location: 15ft. North of CR-302 (Lat: 29.467339,  Lng: -81.380442),  Route carried "on" structure: County highway 35,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 38 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 48 (year 2042),  Design Load: HS 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734047,  Location: 15ft. North of CR-302 (Lat: 29.467644,  Lng: -81.363908),  Route carried "on" structure: County highway 25,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 38 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 48 (year 2042),  Design Load: H 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 23.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734048,  Location: 0.4 Mile N of CR-304 (Lat: 29.395339,  Lng: -81.262161),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 445 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Old Haw Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.679,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734049,  Location: 0.7 mi South of SR-11 (Lat: 29.447381,  Lng: -81.263011),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 351 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 451 (year 2042),  Design Load: HS 20,  Features Intersected: Black Branch Canal,  Facility Carried by Structure: Old Haw Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.458,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734052,  Location: 450ft. W of CR-305 (Lat: 29.482025,  Lng: -81.374525),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Posted for load-capacity,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 38 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 66 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 54.2 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 734054,  Location: 1.1 miles S of SR-100 (Lat: 29.466519,  Lng: -81.422036),  Route carried "on" structure: County highway 205,  Year Built: 1980,  Status: Posted for load,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 521 (year 2042),  Design Load: HS 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

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

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Structure Number: 734055,  Location: 1.5 mi. S of Canal Ave. (Lat: 29.445003,  Lng: -81.425247),  Route carried "on" structure: County highway 2005,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 521 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Water Oak Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.411,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734056,  Location: 1.5 Mile W of CR-305 (Lat: 29.481606,  Lng: -81.397175),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 74 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 128 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: CR-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 61.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734057,  Location: 100 ft. North of SR-100 (Lat: 29.481742,  Lng: -81.388819),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 27 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 34 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Farm Access Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734058,  Location: 100 ft. North of SR-100 (Lat: 29.481444,  Lng: -81.405444),  Route carried "on" structure: County highway 55,  Year Built: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 54 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 94 (year 2042),  Design Load: HS 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734059,  Location: .5 m W of SR-11 (Lat: 29.350711,  Lng: -81.319492),  Route carried "on" structure: County highway 140,  Year Built: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 138 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 176 (year 2042),  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 74.1 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,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734069,  Location: 1.5 Mi. S of Canal Ave. (Lat: 29.445314,  Lng: -81.396564),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 129 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 224 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Lancewood Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 61.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 73407,  Location: 1.5 Mi. S of Canal Ave. (Lat: 29.445133,  Lng: -81.413108),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 127 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 220 (year 2041),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Avocado Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Inventory Rating: 61.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734072,  Location: 0.1 Mi. S of Clove Ave. (Lat: 29.445503,  Lng: -81.379836),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 128 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 222 (year 2042),  Design Load: HS 20,  Features Intersected: Bull Creek Canal,  Facility Carried by Structure: Forest Park St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Inventory Rating: 68.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734075,  Location: 20ft. North of CR-302 (Lat: 29.467822,  Lng: -81.355642),  Route carried "on" structure: County highway 15,  Year Built: 1999,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 102 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 177 (year 2042),  Design Load: HS 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 734078,  Location: At SR-100 W of CR-305 (Lat: 29.481931,  Lng: -81.378856),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 16 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 20 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Farm Access Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 734081,  Location: CR-305 at CR-302 (Lat: 29.467500,  Lng: -81.372197),  Route carried "on" structure: County highway 305,  Year Built: 2010,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,215 (year 2041),  Design Load: HL 93,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734082,  Location: 2.5 Mi South of SR-100 (Lat: 29.445639,  Lng: -81.371806),  Route carried "on" structure: County highway 305,  Year Built: 2013,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,215 (year 2042),  Design Load: HL 93,  Features Intersected: Bull Crk Ditch Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.698,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 734083,  Location: 5 miles north of CR-304 (Lat: 29.409083,  Lng: -81.362536),  Route carried "on" structure: County highway 305,  Year Built: 2011,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 964 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,224 (year 2042),  Design Load: HL 93,  Features Intersected: Tributary of Haw Creek
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 7.971,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 Cast-file-Place

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Structure Number: 734084,  Location: 4.2 Mi N of CR-304 (Lat: 29.404825,  Lng: -81.354214),  Route carried "on" structure: County highway 305,  Year Built: 2008,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,190 (year 2042),  Design Load: HL 93,  Features Intersected: Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.811,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place