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

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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171250,  Lng: -82.394283),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 & I-275 SB,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.272,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100493,  Location: 2.5 MILES W OF CR-581 (Lat: 28.171242,  Lng: -82.392361),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20,  Features Intersected: I 275 NB,  Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.499,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 104131,  Location: 1.2 MI W OF CR-581 (Lat: 28.171239,  Lng: -82.388592),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,560 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,950 (year 2041),  Features Intersected: CYPRESS CREEK,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.869,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: 104132,  Location: 0.5 MI WEST OF CR-581 (Lat: 28.171278,  Lng: -82.362167),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 5,560 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,950 (year 2041),  Features Intersected: TROUT CREEK,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: 140013,  Location: 2.9 MILES WEST OF I-75 (Lat: 28.214119,  Lng: -82.390697),  Route carried "on" structure: County highway 54,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 59,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 103,233 (year 2041),  Design Load: HS 20,  Features Intersected: CABBAGE SWAMP SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.704,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Inspection Date: Febuary 2021

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Structure Number: 140047,  Location: 0.5MI N OF SR-56 (Lat: 28.200747,  Lng: -82.380472),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 101,550 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 176,189 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CABBAGE SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.475,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 57.0 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: January 2021

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Structure Number: 140053,  Location: 2.5 MI SOUTH OF US-52 (Lat: 28.290417,  Lng: -82.325583),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 68,000 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 117,980 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SCAPEGOAT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.055,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  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: January 2021

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Structure Number: 140061,  Location: 0.8MI S OF SR-56 (Lat: 28.182383,  Lng: -82.389358),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 94,558 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140062,  Location: 0.8MI S OF SR-56 (Lat: 28.182389,  Lng: -82.388936),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 94,558 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: 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 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14012,  Location: 0.25 MILE WEST OF SR-56 (Lat: 28.187056,  Lng: -82.402222),  Route carried "on" structure: State highway 54,  Year Built: 2001,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 38,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 65,930 (year 2041),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.558,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 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: 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: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140121,  Location: 1.5 MILES EAST OF I-75 (Lat: 28.185722,  Lng: -82.363389),  Route carried "on" structure: State highway 56,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 29,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,616 (year 2041),  Design Load: HS 20,  Features Intersected: CABBAGE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.979,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140122,  Location: 1.5 MILES EAST OF I-75 (Lat: 28.185500,  Lng: -82.363250),  Route carried "on" structure: State highway 56,  Year Built: 2002,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 29,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,616 (year 2041),  Design Load: HS 20,  Features Intersected: CABBAGE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.995,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140123,  Location: 2.0 MILES EAST OF I-75 (Lat: 28.185889,  Lng: -82.355833),  Route carried "on" structure: State highway 56,  Year Built: 2002,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 29,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,616 (year 2041),  Design Load: HS 20,  Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.739,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140124,  Location: 2.0 MILES EAST OF I-75 (Lat: 28.185639,  Lng: -82.356000),  Route carried "on" structure: State highway 56,  Year Built: 2002,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 29,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,616 (year 2041),  Design Load: HS 20,  Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.723,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140125,  Location: 1.6 MI N/O COUNTY LINE RO (Lat: 28.194197,  Lng: -82.384117),  Route carried "on" structure: State highway 56,  Year Built: 2002,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 59,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,232 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.597,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Underclear: Better than present minimum 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: 140126,  Location: 0.25 MILE WEST OF SR-56 (Lat: 28.186889,  Lng: -82.402083),  Route carried "on" structure: State highway 54,  Year Built: 2002,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 38,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 65,930 (year 2041),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.558,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140129,  Location: 3.5 MI NORTH OF SR-56 (Lat: 28.236922,  Lng: -82.354647),  Route carried "on" structure: Interstate 75,  Year Built: 2010,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 34,000 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 58,990 (year 2041),  Design Load: HL 93,  Features Intersected: SR-54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.184,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.3m (194.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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: 14013,  Location: 3.5 MI NORTH OF SR-56 (Lat: 28.236767,  Lng: -82.354272),  Route carried "on" structure: Interstate 75,  Year Built: 2010,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 34,000 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 58,990 (year 2041),  Design Load: HL 93,  Features Intersected: CR-54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.201,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.3m (194.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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: 140131,  Location: 0.6 MI. EAST OF CR-581 (Lat: 28.188639,  Lng: -82.344308),  Route carried "on" structure: State highway 56,  Year Built: 2009,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 31,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,785 (year 2041),  Design Load: HL 93,  Features Intersected: S. BRANCH TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.960,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.4m (122.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 140132,  Location: 2.1 MI. EAST OF CR-581 (Lat: 28.201381,  Lng: -82.325661),  Route carried "on" structure: State highway 56,  Year Built: 2009,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 23,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,772 (year 2041),  Design Load: HL 93,  Features Intersected: CLAY GULLY N. BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.288,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: August 2021

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Structure Number: 140133,  Location: 2.2 MI EAST OF CR-581 (Lat: 28.201792,  Lng: -82.323006),  Route carried "on" structure: State highway 56,  Year Built: 2009,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 23,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,772 (year 2041),  Design Load: HL 93,  Features Intersected: CLAY GULLY N. BRANCH
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 9.555,  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: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021

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Structure Number: 140134,  Location: 3.1 MI EAST OF CR-581 (Lat: 28.197833,  Lng: -82.309139),  Route carried "on" structure: State highway 56,  Year Built: 2009,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 23,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,772 (year 2041),  Design Load: HL 93,  Features Intersected: CLAY GULLY EAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.003,  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: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.4 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021

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Structure Number: 140135,  Location: 0.8 MI S OF SR-56 (Lat: 28.182364,  Lng: -82.388708),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2011,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 56,388 (year 2041),  Design Load: HL 93,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior 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: 140144,  Location: 1.2MI W/O EILAND/MORRIS (Lat: 28.219667,  Lng: -82.265722),  Route carried "on" structure: State highway 54,  Year Built: 2021,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 29,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,250 (year 2041),  Design Load: HL 93,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 23.926,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140145,  Location: 2.2 MI E/O MEADOW POINTE (Lat: 28.195078,  Lng: -82.262528),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,250 (year 2041),  Design Load: HL 93,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 140146,  Location: 2.2 MI E/O MEADOW POINTE (Lat: 28.195306,  Lng: -82.262383),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,250 (year 2041),  Design Load: HL 93,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 140147,  Location: 0.4MI E/O MEADOW POINTE (Lat: 28.197167,  Lng: -82.291917),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,000 (year 2041),  Design Load: HL 93,  Features Intersected: Ditch (S-3AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021

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Structure Number: 140148,  Location: 0.6 MI E/O MEADOW POINTE (Lat: 28.196722,  Lng: -82.288500),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,000 (year 2041),  Design Load: HL 93,  Features Intersected: Ditch (S-5AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.045,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 140149,  Location: 1 MI E/O MEADOW POINTE (Lat: 28.196444,  Lng: -82.281333),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,000 (year 2041),  Design Load: HL 93,  Features Intersected: Ditch (S-8AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.745,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.5 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: 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

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Structure Number: 14015,  Location: 1.5 MI E/O MEADOW POINTE (Lat: 28.195833,  Lng: -82.273611),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,000 (year 2041),  Design Load: HL 93,  Features Intersected: Ditch (S-10AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.505,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 140151,  Location: 2.1 MI E/O MEADOW POINTE (Lat: 28.195261,  Lng: -82.265267),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,250 (year 2041),  Design Load: HL 93,  Features Intersected: Drainage Ditch (S-12AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.327,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: April 2021

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Structure Number: 140152,  Location: 0.7 MI E/O MORRIS BRIDGE (Lat: 28.192022,  Lng: -82.236900),  Route carried "on" structure: State highway 56,  Year Built: 2019,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,125 (year 2041),  Design Load: HL 93,  Features Intersected: Drainage Ditch (S-20AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.211,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.4 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: 144042,  Location: 200FT. W OF LADO DR (Lat: 28.214308,  Lng: -82.266811),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2042),  Design Load: HS 20,  Features Intersected: NEW RIVER,  Facility Carried by Structure: BRISK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 46.7 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: 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,  Inspection Date: Febuary 2022

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Structure Number: 144064,  Location: 550FT N/O MANDRAKE RD. (Lat: 28.179361,  Lng: -82.266158),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 60 (year 2021),  Average Future Daily Traffic: 75 (year 2041),  Design Load: HL 93,  Features Intersected: NEW RIVER,  Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.3 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: Febuary 2021

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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171250,  Lng: -82.394283),  Route carried "under" structure: Interstate 75,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 & I-275 SB,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 64.129,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171250,  Lng: -82.394283),  Route carried "under" structure: Interstate 275,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 32,750 (year 2020),  Truck Traffic: 7%,  Features Intersected: I-75 & I-275 SB,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 25.666,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 100493,  Location: 2.5 MILES W OF CR-581 (Lat: 28.171242,  Lng: -82.392361),  Route carried "under" structure: Interstate 275,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 32,750 (year 2020),  Truck Traffic: 7%,  Features Intersected: I 275 NB,  Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 25.770,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 100493,  Location: 2.5 MILES W OF CR-581 (Lat: 28.171242,  Lng: -82.392361),  Route carried "under" structure: Ramp Interstate 275,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 15%,  Features Intersected: I 275 NB,  Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 140125,  Location: 1.6 MI N/O COUNTY LINE RO (Lat: 28.194197,  Lng: -82.384117),  Route carried "under" structure: Interstate 75,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 101,550 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: SR-56
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.647,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.0m (160.8ft)

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Structure Number: 140129,  Location: 3.5 MI NORTH OF SR-56 (Lat: 28.236922,  Lng: -82.354647),  Route carried "under" structure: County highway 54,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR-54,  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.3m (194.6ft)

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Structure Number: 14013,  Location: 3.5 MI NORTH OF SR-56 (Lat: 28.236767,  Lng: -82.354272),  Route carried "under" structure: County highway 54,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2021),  Truck Traffic: 10%,  Features Intersected: CR-54,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.3m (194.6ft)