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

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Structure Number: 15002,  Location: 1.2MI NORTH OF SR-688 (Lat: 27.896728,  Lng: -82.828469),  Route carried "on" structure: County highway 233,  Year Built: 1954,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20,  Features Intersected: CHURCH CREEK,  Facility Carried by Structure: INDIAN ROCKS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.918,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021

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Structure Number: 15007,  Location: 0.6 MI EAST OF ALT US-19 (Lat: 27.894653,  Lng: -82.776669),  Route carried "on" structure: State highway 688,  Year Built: 1962,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 60,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 104,100 (year 2042),  Design Load: HL 93,  Features Intersected: LONG BRANCH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.330,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.4 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020

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Structure Number: 150192,  Location: 0.7MI N OF SR-688 (Lat: 27.903369,  Lng: -82.728278),  Route carried "on" structure: US 19,  Year Built: 1990,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 79,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,065 (year 2042),  Design Load: HL 93,  Features Intersected: 66TH ST (SR-693)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.138,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150193,  Location: 0.5 MILE NORTH OF SR-686 (Lat: 27.923675,  Lng: -82.730469),  Route carried "on" structure: US 19,  Year Built: 1989,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 86,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 150,078 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WHITNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.429,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 59.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150194,  Location: INTERCHANGE SR-686 US-19 (Lat: 27.916306,  Lng: -82.729778),  Route carried "on" structure: US 19,  Year Built: 1989,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 86,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 150,078 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-686 EAST BAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.560,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150204,  Location: 4.3MI SOUTH OF SR-60 (Lat: 27.893744,  Lng: -82.722497),  Route carried "on" structure: US 19,  Year Built: 1990,  Status: Open,  Structure Length: 16.50m (54.13ft),  Average Daily Traffic: 79,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,065 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-688/ULMERTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.894,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.6m (228.3ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150218,  Location: 1.4 MILE N OF SR-688 (Lat: 27.911722,  Lng: -82.729444),  Route carried "on" structure: US 19,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 86,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 150,078 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LONG BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.105,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.3m (279.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 85.0 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: March 2020

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Structure Number: 150255,  Location: 0.7MI EAST OF US-19 (Lat: 27.893889,  Lng: -82.710583),  Route carried "on" structure: State highway 688,  Year Built: 2008,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.845,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150274,  Location: 1.4 MI N OF SR-686 (Lat: 27.936703,  Lng: -82.730572),  Route carried "on" structure: ServiceUS 19,  Year Built: 2012,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 10,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,600 (year 2033),  Design Load: HL 93,  Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.405,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.7 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 154203,  Location: 0.3 MI WEST OF BELCHER RD (Lat: 27.938614,  Lng: -82.750711),  Route carried "on" structure: County highway 464,  Year Built: 1975,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,688 (year 2042),  Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2021

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Structure Number: 154206,  Location: 0.2 MI S OF BELLEAIR RD (Lat: 27.935694,  Lng: -82.751047),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: H 15,  Features Intersected: ALLENS CREEK,  Facility Carried by Structure: LONGBOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154207,  Location: 0.7MI S OF BELLEAIR RD (Lat: 27.928444,  Lng: -82.745944),  Route carried "on" structure: County highway 501,  Year Built: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HS 20,  Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.315,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154213,  Location: 0.2 MI W OF VONN RD (Lat: 27.891250,  Lng: -82.824667),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HS 20,  Features Intersected: CHURCH CREEK,  Facility Carried by Structure: WILCOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 3 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: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 15422,  Location: 0.1 MI S OF 8TH AVE. SW (Lat: 27.907667,  Lng: -82.816444),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: HS 20,  Features Intersected: McKAY CREEK,  Facility Carried by Structure: HICKORY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to 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: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154221,  Location: 0.3MI E INDIAN ROCKS RD (Lat: 27.909528,  Lng: -82.816056),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,634 (year 2042),  Design Load: HS 20,  Features Intersected: McKAY CREEK,  Facility Carried by Structure: 8TH AVE. SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.518,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15435,  Location: 0.1 MI WEST OF LAKE AVE (Lat: 27.901894,  Lng: -82.772578),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,634 (year 2041),  Design Load: HS 20,  Features Intersected: SEMINOLE CANAL,  Facility Carried by Structure: DONEGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.693,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021

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Structure Number: 154354,  Location: INSIDE TAYLOR LAKE CO PK (Lat: 27.902278,  Lng: -82.805200),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 220 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 382 (year 2042),  Features Intersected: TAYLOR LAKE,  Facility Carried by Structure: COUNTY PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154358,  Location: INSIDE WALSINGHAM PARK (Lat: 27.869219,  Lng: -82.814414),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 43 (year 2042),  Features Intersected: WALSINGHAM RESERVOIR,  Facility Carried by Structure: WALSINGHAM PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021

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Structure Number: 154362,  Location: 0.2MI E OF SEMINOLE BLVD (Lat: 27.865153,  Lng: -82.779153),  Route carried "on" structure: County highway 296,  Year Built: 1993,  Status: Open,  Structure Length: 52.05m (170.77ft),  Average Daily Traffic: 15,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,327 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE SEMINOLE,  Facility Carried by Structure: 102ND AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154363,  Location: 0.2MI E OF SEMINOLE BLVD (Lat: 27.865308,  Lng: -82.779722),  Route carried "on" structure: County highway 296,  Year Built: 1993,  Status: Open,  Structure Length: 52.05m (170.77ft),  Average Daily Traffic: 15,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,327 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE SEMINOLE,  Facility Carried by Structure: 102ND AVE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154408,  Location: 1.4MI NORTH OF CR-694 (Lat: 27.861397,  Lng: -82.737375),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 20.99m (68.86ft),  Average Daily Traffic: 14,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,811 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: BELCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.398,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156301,  Location: 0.5MI S OF BELLEAIR RD (Lat: 27.935153,  Lng: -82.757553),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 545 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 946 (year 2042),  Features Intersected: POPE CANAL,  Facility Carried by Structure: ST. PAULS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 156306,  Location: 240 YDS W ofHIGHLAND AVE. (Lat: 27.923456,  Lng: -82.776836),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 110 (year 2020),  Average Future Daily Traffic: 191 (year 2042),  Features Intersected: KILLARNEY LAKE CANAL,  Facility Carried by Structure: 8TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 156307,  Location: 200YDS W of HIGHLAND AVE (Lat: 27.922756,  Lng: -82.776831),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 191 (year 2042),  Features Intersected: KILLARNEY LAKE CANAL,  Facility Carried by Structure: 7TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 156309,  Location: 200YDS W of HIGHLAND AVE (Lat: 27.921331,  Lng: -82.776842),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 110 (year 2020),  Average Future Daily Traffic: 191 (year 2041),  Design Load: HS 20,  Features Intersected: KILLARNEY LAKE CANAL,  Facility Carried by Structure: 5TH AVE. NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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: Equal to 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15631,  Location: 200YDS W of HIGHLAND AVE (Lat: 27.922036,  Lng: -82.776842),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 110 (year 2020),  Average Future Daily Traffic: 191 (year 2041),  Design Load: HS 20,  Features Intersected: KILLARNEY LAKE CANAL,  Facility Carried by Structure: 6TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 156311,  Location: 200YDS W of HIGHLAND AVE (Lat: 27.918283,  Lng: -82.777200),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 220 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 382 (year 2042),  Design Load: HS 20,  Features Intersected: KILLARNEY LAKE CANAL,  Facility Carried by Structure: 2ND AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.9 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: 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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 900136,  Location: JUST N/O JEWFISH CREEK (Lat: 25.186231,  Lng: -80.390658),  Route carried "on" structure: ServiceUS 1,  Year Built: 2008,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 607 (year 2042),  Design Load: HL 93,  Features Intersected: CROCODILE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 51.0 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: Equal to present desirable criteria,  Deck Geometry: 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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 900139,  Location: US 1 (MM 113) (Lat: 25.236414,  Lng: -80.433453),  Route carried "on" structure: US 1,  Year Built: 2008,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 24,500 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HL 93,  Features Intersected: MANATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.385,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.7 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 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 150192,  Location: 0.7MI N OF SR-688 (Lat: 27.903369,  Lng: -82.728278),  Route carried "under" structure: Ramp US 19,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: 66TH ST (SR-693)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 150192,  Location: 0.7MI N OF SR-688 (Lat: 27.903369,  Lng: -82.728278),  Route carried "under" structure: State highway 693,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: 66TH ST (SR-693),  Facility Carried by Structure: US-19 (SR-55)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 11.454,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 150193,  Location: 0.5 MILE NORTH OF SR-686 (Lat: 27.923675,  Lng: -82.730469),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 4%,  Features Intersected: WHITNEY ROAD,  Facility Carried by Structure: US-19 (SR-55)
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.008,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 150194,  Location: INTERCHANGE SR-686 US-19 (Lat: 27.916306,  Lng: -82.729778),  Route carried "under" structure: State highway 686,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 54,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-686 EAST BAY DRIVE,  Facility Carried by Structure: US-19 (SR-55)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 5.691,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: 150204,  Location: 4.3MI SOUTH OF SR-60 (Lat: 27.893744,  Lng: -82.722497),  Route carried "under" structure: State highway 688,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-688/ULMERTON RD,  Facility Carried by Structure: US-19/SR-55
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 13.671,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.6m (228.3ft)

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Structure Number: 150204,  Location: 4.3MI SOUTH OF SR-60 (Lat: 27.893744,  Lng: -82.722497),  Route carried "under" structure: Ramp US 19,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,804 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR-688/ULMERTON RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.6m (228.3ft)

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Structure Number: 150204,  Location: 4.3MI SOUTH OF SR-60 (Lat: 27.893744,  Lng: -82.722497),  Route carried "under" structure: Ramp US 19,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,804 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR-688/ULMERTON RD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.6m (228.3ft)

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Structure Number: 159006,  Location: 0.8MI WEST OF US19A SR595 (Lat: 27.894667,  Lng: -82.799500),  Route carried "under" structure: State highway 688,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-688/ULMERTON RD,  Facility Carried by Structure: PINELLAS TRAIL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 6.095,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.2m (158.1ft)