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

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Structure Number: 20008,  Location: 1.25MI N of LECANTO HWY (Lat: 28.988694,  Lng: -82.349556),  Route carried "on" structure: State highway 200,  Year Built: 1935,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 13,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,422 (year 2041),  Design Load: H 15,  Features Intersected: WITHLACOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.662,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20026,  Location: 0.3MI S of E PENNSYLVANI (Lat: 29.045778,  Lng: -82.464750),  Route carried "on" structure: US 41,  Year Built: 1987,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,302 (year 2041),  Design Load: HS 20,  Features Intersected: WITHLACOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.296,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  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: 8006,  Location: 5.25 MI S/O CARDINAL ST (Lat: 28.687472,  Lng: -82.498278),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,500 (year 2041),  Design Load: HL 93,  Features Intersected: US 98
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 25.218,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170032,  Location: 0.3MI N OF BAHIA VISTA ST (Lat: 27.326389,  Lng: -82.497500),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,110 (year 2041),  Design Load: HS 20,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: BENEVA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.335,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170077,  Location: 1.5 MI S OF MANATEE CO LN (Lat: 27.366836,  Lng: -82.446800),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 59,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 103,232 (year 2042),  Design Load: Greater than HL93,  Features Intersected: ERRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.168,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170078,  Location: 1.5 MI S OF MANATEE CO LN (Lat: 27.366828,  Lng: -82.445897),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 59,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 103,232 (year 2042),  Design Load: Greater than HL93,  Features Intersected: ERIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170079,  Location: 0.5 MI N OF BEE RIDGE RD (Lat: 27.308722,  Lng: -82.448200),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HL 93,  Features Intersected: MAIN A CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.720,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17008,  Location: 0.5 MI. N OF BEE RIDGE RD (Lat: 27.308722,  Lng: -82.447819),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HL 93,  Features Intersected: MAIN A CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.652,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170081,  Location: 0.9 MI. SOUTH OF SR-780 (Lat: 27.326106,  Lng: -82.447844),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HS 20,  Features Intersected: PALMER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.649,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170082,  Location: 0.9 MI. SOUTH OF CR-780 (Lat: 27.326072,  Lng: -82.447458),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PALMER BLVD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 61.580,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 170083,  Location: 2.5 MI. N OF BEE RIDGE RD (Lat: 27.338325,  Lng: -82.446603),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-780 (FRUITVILLE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.921,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 170084,  Location: 2.5 MI N OF BEE RIDGE RD (Lat: 27.338306,  Lng: -82.447017),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-780 (FRUITVILLE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.922,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 170154,  Location: 0.1 MI E OF I-75 (Lat: 27.338531,  Lng: -82.441050),  Route carried "on" structure: State highway 780,  Year Built: 1967,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 53,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 92,822 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PALMER CANAL,  Facility Carried by Structure: FRUITVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.022,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 81.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020

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Structure Number: 174031,  Location: 330FT. SE OF DEBRECEN RD. (Lat: 27.318061,  Lng: -82.404586),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 6,100 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,584 (year 2041),  Design Load: H 15,  Features Intersected: CANAL LATERAL AG,  Facility Carried by Structure: PALMER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 174033,  Location: 0.9 MI S OF PALMER BLVD. (Lat: 27.313556,  Lng: -82.443167),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,507 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,384 (year 2042),  Design Load: H 15,  Features Intersected: CANAL MAIN C,  Facility Carried by Structure: PORTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 174042,  Location: 656FT S OF WEBBER ST. (Lat: 27.306497,  Lng: -82.510417),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 279 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 484 (year 2042),  Design Load: H 20,  Features Intersected: BERMUDA BROOK,  Facility Carried by Structure: TANGLEWOOD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 174055,  Location: 100FT W OF COBURN ROAD (Lat: 27.339244,  Lng: -82.441133),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 17 (year 2042),  Design Load: H 20,  Features Intersected: ORANGE CREEK,  Facility Carried by Structure: Side Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020

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Structure Number: 174066,  Location: 0.5MI N OF BEE RIDGE RD (Lat: 27.308697,  Lng: -82.451444),  Route carried "on" structure: County highway ,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 24,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,640 (year 2041),  Design Load: HS 20,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: CATTLEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 174076,  Location: 250FT N OF SR-780 (Lat: 27.338425,  Lng: -82.463864),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,454 (year 2041),  Features Intersected: RYAN'S CANAL,  Facility Carried by Structure: HONORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

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: July 2020

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Structure Number: 174083,  Location: 0.2MI E OF MCINTOSH RD (Lat: 27.323011,  Lng: -82.481353),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,953 (year 2041),  Design Load: HS 20,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: BAHIA VISTA ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.582,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 174084,  Location: 0.1MI N OF BAHIA VISTA (Lat: 27.324011,  Lng: -82.482772),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,953 (year 2041),  Design Load: HS 20,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 83.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 174096,  Location: 0.4MI EAST OF APEX RD. (Lat: 27.325503,  Lng: -82.439058),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,798 (year 2022),  Design Load: HS 20,  Features Intersected: CENTRAL POND,  Facility Carried by Structure: PALMER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.922,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 174105,  Location: 0.3 MI SOUTH OF SR-780 (Lat: 27.336583,  Lng: -82.440808),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,557 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,906 (year 2042),  Design Load: HS 20,  Features Intersected: MAIN C CANAL,  Facility Carried by Structure: COBURN/APEX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 174114,  Location: 0.5MI W OF CATTLEMAN ROAD (Lat: 27.308333,  Lng: -82.460667),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 6,063 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,519 (year 2042),  Design Load: HL 93,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: WEBBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 174119,  Location: 1.0MI S OF BAHIAVISTA ST. (Lat: 27.310667,  Lng: -82.464056),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HL 93,  Features Intersected: PHILLIPPI CREEK,  Facility Carried by Structure: HONORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.559,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.3 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: 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: 174131,  Location: 2.1MI N OF FRUITVILLE RD. (Lat: 27.366844,  Lng: -82.447386),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HL 93,  Features Intersected: COOPER CREEK,  Facility Carried by Structure: N. CATTLEMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.515,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.1 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: October 2021

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Structure Number: 174143,  Location: 90FT W/O COBURN RD (Lat: 27.340472,  Lng: -82.441139),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 25 (year 2041),  Design Load: HL 93,  Features Intersected: MAIN C CANAL,  Facility Carried by Structure: INITIATIVE BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 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 23 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021

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Structure Number: 7501,  Location: SR-408 WB - Kirkman Rd. (Lat: 28.549019,  Lng: -81.457108),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 33,750 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,556 (year 2040),  Design Load: HS 20,  Features Intersected: Kirkman Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.615,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Underclear: Meets minimum limits,  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: 874,  Location: 0.1Mi N of SW 296th St (Lat: 25.493769,  Lng: -80.453142),  Route carried "on" structure: ServiceCity street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 75 (year 2042),  Design Load: HL 93,  Features Intersected: C-103 Canal,  Facility Carried by Structure: Busway Extension
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 70.2 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: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 875,  Location: PORT BOULEVARD (Lat: 25.780000,  Lng: -80.183333),  Route carried "on" structure: State highway 886,  Year Built: 1991,  Status: Open,  Structure Length: 76.84m (252.10ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,766 (year 2042),  Design Load: HS 20,  Features Intersected: INTRACOASTAL WATERWAY,  Facility Carried by Structure: PORT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.336,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 59.4m (194.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 170081,  Location: 0.9 MI. SOUTH OF SR-780 (Lat: 27.326106,  Lng: -82.447844),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: PALMER BLVD.,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.206,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 170082,  Location: 0.9 MI. SOUTH OF CR-780 (Lat: 27.326072,  Lng: -82.447458),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: PALMER BLVD.,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.243,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 170083,  Location: 2.5 MI. N OF BEE RIDGE RD (Lat: 27.338325,  Lng: -82.446603),  Route carried "under" structure: State highway 780,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 53,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-780 (FRUITVILLE RD),  Facility Carried by Structure: I-75 SB (SR-93)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 8.412,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 170084,  Location: 2.5 MI N OF BEE RIDGE RD (Lat: 27.338306,  Lng: -82.447017),  Route carried "under" structure: State highway 780,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 53,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-780 (FRUITVILLE RD),  Facility Carried by Structure: I-75 NB (SR-93)
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 8.452,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)