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

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Structure Number: 280004,  Location: 2.4 MI. N. OF SR-16 (Lat: 29.982342,  Lng: -82.098539),  Route carried "on" structure: US 301,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,328 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WATER OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.460,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: May 2020

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Structure Number: 280005,  Location: 3.3 MI. N. OF SR-16 (Lat: 29.994444,  Lng: -82.094167),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 21 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 36 (year 2042),  Design Load: H 15,  Features Intersected: WATER OAK CREEK,  Facility Carried by Structure: NE 30th Place
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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,  Inspection Date: May 2020

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Structure Number: 280013,  Location: 0.3 MI WEST OF US 301 (Lat: 29.997222,  Lng: -82.098083),  Route carried "on" structure: County highway 233,  Year Built: 1962,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 701 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,216 (year 2042),  Features Intersected: WATER OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 2 degrees,  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: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021

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Structure Number: 280022,  Location: 1.2 MI WEST OF US 301 (Lat: 29.997194,  Lng: -82.112944),  Route carried "on" structure: County highway 233,  Year Built: 1962,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 1,201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,084 (year 2042),  Features Intersected: WATER OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.875,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: September 2021,  Underwater Inspection Date: September 2021

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Structure Number: 280023,  Location: IN STARKE (Lat: 29.938189,  Lng: -82.106178),  Route carried "on" structure: State highway 100,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: H 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.651,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280042,  Location: 2 MI. E. OF STARKE (Lat: 29.938458,  Lng: -82.078333),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 1.86m (6.10ft),  Design Load: H 20,  Features Intersected: WALKER CREEK,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280043,  Location: 2 MI. E. OF STARKE (Lat: 29.938586,  Lng: -82.078142),  Route carried "on" structure: State highway 230,  Year Built: 1941,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,338 (year 2042),  Design Load: H 20,  Features Intersected: WALKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 280044,  Location: 3 MI. E. OF STARKE (Lat: 29.938611,  Lng: -82.062500),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 2.77m (9.09ft),  Design Load: H 20,  Features Intersected: FOX CREEK,  Facility Carried by Structure: Service Rd (SR230)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 280045,  Location: 3 MI. E. OF STARKE (Lat: 29.938419,  Lng: -82.062661),  Route carried "on" structure: State highway 230,  Year Built: 1941,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,338 (year 2042),  Design Load: H 20,  Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28006,  Location: 1.5 MI. S. OF STARKE (Lat: 29.910472,  Lng: -82.134897),  Route carried "on" structure: US 301,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 11,969 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 20,766 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PREVATT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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: 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 Cast-file-Place

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Structure Number: 280061,  Location: 1.5 MI. S. OF STARKE (Lat: 29.910556,  Lng: -82.134722),  Route carried "on" structure: US 301,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 11,969 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 20,766 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PREVATT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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: 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 Cast-file-Place

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Structure Number: 280064,  Location: 1.1 MI. N. of SR-16 (Lat: 29.985306,  Lng: -82.110750),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,404 (year 2042),  Design Load: HL 93,  Features Intersected: SOUTH WATER OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.339,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.9 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,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280065,  Location: 2.3 MI. N. of SR-16 (Lat: 29.994750,  Lng: -82.094889),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 31,404 (year 2042),  Design Load: HL 93,  Features Intersected: NORTH WATER OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 280066,  Location: SR-223/ALLIGATOR CREEK (Lat: 29.923694,  Lng: -82.137972),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280067,  Location: SR-223 OVER ALLIGATOR CRK (Lat: 29.923333,  Lng: -82.138194),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.450,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280068,  Location: SR-223/CR 100A & CSXRR (Lat: 29.935917,  Lng: -82.135444),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 12.57m (41.24ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: CR 100A & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.873,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280069,  Location: SR-223/CR 100A & CSXRR (Lat: 29.935750,  Lng: -82.135833),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: CR 100A & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.842,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.7m (159.8ft),  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,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28007,  Location: SR-223 OVER SR-100 (Lat: 29.945444,  Lng: -82.137167),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HL 93,  Features Intersected: SR-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.998,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280071,  Location: SR-223 OVER SR-100 (Lat: 29.945583,  Lng: -82.137361),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HL 93,  Features Intersected: SR-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.009,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280072,  Location: 2.1 MI. N. of SR-100 (Lat: 29.972194,  Lng: -82.122028),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: SR-16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.498,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280073,  Location: 2.1 MI. N. of SR-100 (Lat: 29.972583,  Lng: -82.122194),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 9,050 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HL 93,  Features Intersected: SR-16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.498,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280074,  Location: 1.2 MI. N. of SR-100 (Lat: 29.962444,  Lng: -82.133000),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,301 (year 2042),  Design Load: HL 93,  Features Intersected: CR-229
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.969,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 280075,  Location: 1.2 MI. N. of SR-100 (Lat: 29.962722,  Lng: -82.133250),  Route carried "on" structure: State highway 223,  Year Built: 2019,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,301 (year 2042),  Design Load: HL 93,  Features Intersected: CR-229
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.969,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum 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: 280076,  Location: .5 mi. S of SR-100 (Lat: 29.936250,  Lng: -82.112778),  Route carried "on" structure: US 301,  Year Built: 2021,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HL 93,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.093,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28094,  Location: 2.4 MI. E. OF US-301 (Lat: 29.911375,  Lng: -82.092931),  Route carried "on" structure: State highway 100,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,410 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.433,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 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: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 280941,  Location: IN STARKE (Lat: 29.942500,  Lng: -82.103889),  Route carried "on" structure: State highway 230,  Year Built: 1941,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,675 (year 2042),  Design Load: H 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.764,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 284023,  Location: 0.2 MI EAST OF SR 16 (Lat: 30.016389,  Lng: -82.144167),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,041 (year 2042),  Features Intersected: HEILBRONN SPRING CREEK,  Facility Carried by Structure: NW 216TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 284031,  Location: 2.1 MI EAST OF CR 225 (Lat: 29.996944,  Lng: -82.162500),  Route carried "on" structure: County highway 229,  Year Built: 1996,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,297 (year 2042),  Design Load: HS 20,  Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: September 2021

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Structure Number: 284033,  Location: 0.3 MI SOUTH OF SR 16 (Lat: 29.949444,  Lng: -82.072778),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 701 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,216 (year 2042),  Features Intersected: ALLIGATOR CREEK,  Facility Carried by Structure: NE 17TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.193,  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: 4,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 285601,  Location: 0.15 MI EAST OF SR 100 (Lat: 29.939444,  Lng: -82.103889),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 501 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 869 (year 2042),  Features Intersected: ALLIGATOR CREEK,  Facility Carried by Structure: LAURA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.504,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.6 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 285602,  Location: 0.1 MI SOUTH OF CR 229 (Lat: 29.999167,  Lng: -82.167222),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 51 (year 2021),  Average Future Daily Traffic: 88 (year 2042),  Features Intersected: GUM CREEK,  Facility Carried by Structure: NW 71ST AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 280068,  Location: SR-223/CR 100A & CSXRR (Lat: 29.935917,  Lng: -82.135444),  Route carried "under" structure: State highway 100,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 10%,  Features Intersected: CR 100A & CSXRR,  Facility Carried by Structure: SR-223
Minimum Vertical Clearance: 8.50m (27.89ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 280069,  Location: SR-223/CR 100A & CSXRR (Lat: 29.935750,  Lng: -82.135833),  Route carried "under" structure: County highway 100,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 121 (year 2021),  Truck Traffic: 10%,  Features Intersected: CR 100A & CSXRR,  Facility Carried by Structure: SR-223 SB
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.7m (159.8ft)

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Structure Number: 28007,  Location: SR-223 OVER SR-100 (Lat: 29.945444,  Lng: -82.137167),  Route carried "under" structure: State highway 100,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 16%,  Features Intersected: SR-100,  Facility Carried by Structure: SR-223 NB
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 21.139,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 280071,  Location: SR-223 OVER SR-100 (Lat: 29.945583,  Lng: -82.137361),  Route carried "under" structure: State highway 100,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 5,537 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR-100,  Facility Carried by Structure: SR-223
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 21.169,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 280072,  Location: 2.1 MI. N. of SR-100 (Lat: 29.972194,  Lng: -82.122028),  Route carried "under" structure: State highway 16,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-16,  Facility Carried by Structure: SR-223 NB
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 280073,  Location: 2.1 MI. N. of SR-100 (Lat: 29.972583,  Lng: -82.122194),  Route carried "under" structure: State highway 16,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-16,  Facility Carried by Structure: SR-223 SB
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 12.007,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 280074,  Location: 1.2 MI. N. of SR-100 (Lat: 29.962444,  Lng: -82.133000),  Route carried "under" structure: County highway 229,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR-229,  Facility Carried by Structure: SR-223 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.329,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 280075,  Location: 1.2 MI. N. of SR-100 (Lat: 29.962722,  Lng: -82.133250),  Route carried "under" structure: US 229,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR-229,  Facility Carried by Structure: SR-223 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.366,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)