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


  • National Bridge Inventory (NBI) Statistics
  • 88Number of bridges
  • 1,585ft / 483mTotal length
  • $16,222,000Total costs
  • 1,652,653Total average daily traffic
  • 108,407Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sarasota
  • No street view available for this location

New bridges in Sarasota, FL - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 21920-1929
  • 21930-1939
  • 111950-1959
  • 181960-1969
  • 71970-1979
  • 221980-1989
  • 51990-1999
  • 52000-2009
  • 132010-2019
  • 22020-2022
Reconstructed bridges in Sarasota, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 21960-1969
  • 31970-1979
  • 11980-1989
  • 91990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in Sarasota, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.3%Very good
  • 50.9%Good
  • 32.1%Satisfactory
  • 5.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.7%Excellent
  • 5.6%Very good
  • 70.4%Good
  • 16.7%Satisfactory
  • 3.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.7%Excellent
  • 9.3%Very good
  • 75.9%Good
  • 11.1%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 22.7%Excellent
  • 9.1%Very good
  • 54.5%Good
  • 13.6%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.5%Very good
  • 66.7%Good
  • 20.8%Satisfactory
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Structure Number: 130003,  Location: 0.6MI N/O SR-684 (Lat: 27.473411,  Lng: -82.575364),  Route carried "on" structure: US 41,  Year Built: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: HS 20,  Features Intersected: WARES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.725,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 29 degrees,  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: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: April 2021
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Structure Number: 130005,  Location: 1.0MI NORTH OF JCT US19 (Lat: 27.563883,  Lng: -82.552478),  Route carried "on" structure: US 41,  Year Built: 1967,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: H 10,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.454,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130008,  Location: 0.2MI NORTH OF US-301 (Lat: 27.524261,  Lng: -82.561400),  Route carried "on" structure: US 41,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.857,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130009,  Location: 1.3MI NORTH OF JCT US 301 (Lat: 27.539453,  Lng: -82.563792),  Route carried "on" structure: US 41,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & BUS US-41 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.597,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130028,  Location: 0.1MI NORTH OF I-275 (Lat: 27.588250,  Lng: -82.540333),  Route carried "on" structure: US 41,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HS 20,  Features Intersected: FROG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.678,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130029,  Location: 0.1MI NORTH OF I-275 (Lat: 27.588117,  Lng: -82.540050),  Route carried "on" structure: US 41,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HS 20,  Features Intersected: FROG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.668,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130043,  Location: 984 FT S OF SR-684 (Lat: 27.459069,  Lng: -82.575358),  Route carried "on" structure: US 41,  Year Built: 1959,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 42,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,738 (year 2042),  Design Load: H 15,  Features Intersected: CEDAR HAMMOCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.137,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 130054,  Location: 0.7MI EAST OF SR-789 (Lat: 27.496661,  Lng: -82.694794),  Route carried "on" structure: State highway 64,  Year Built: 1957,  Status: Open,  Structure Length: 95.19m (312.30ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,250 (year 2041),  Design Load: HS 15,  Features Intersected: SARASOTA PASS
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 1.123,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 62,  Length of Maximum Span: 49.5m (162.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Length Of Structure Improvement: 95.19m (312.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $11,640,000,  Roadway Improvement Cost: $1,293,000,  Total Project Cost: $15,560,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130082,  Location: 800FT SOTUH OF BAY DR (Lat: 27.416306,  Lng: -82.574639),  Route carried "on" structure: US 41,  Year Built: 1977,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,532 (year 2042),  Design Load: HS 20,  Features Intersected: BOWLEES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.360,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 130099,  Location: 0.75 MI S OF I-275 (Lat: 27.574450,  Lng: -82.541208),  Route carried "on" structure: US 41,  Year Built: 1953,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCMULLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.158,  Lanes on structure: 4,  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: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 65.0 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2021
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Structure Number: 13016,  Location: 3.7MI South of SR-70 (Lat: 27.388636,  Lng: -82.448644),  Route carried "on" structure: Interstate 75,  Year Built: 2017,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 65,750 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,076 (year 2042),  Design Load: Greater than HL93,  Features Intersected: UNIVERSITY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130161,  Location: 3.7MI South of SR-70 (Lat: 27.388631,  Lng: -82.449003),  Route carried "on" structure: Interstate 75,  Year Built: 2016,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 65,750 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,076 (year 2042),  Design Load: HL 93,  Features Intersected: UNIVERSITY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170019,  Location: 0.5MI S OF US-301 (Lat: 27.324167,  Lng: -82.529722),  Route carried "on" structure: US 41,  Year Built: 1932,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,365 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HUDSON BAYOU
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 27.397,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  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: 1.6m (5.2ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170022,  Location: 1.4 MI W OF US-41 (Lat: 27.324561,  Lng: -82.566194),  Route carried "on" structure: State highway 789,  Year Built: 1958,  Status: Open,  Structure Length: 30.79m (101.02ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: H 15,  Features Intersected: COON KEY WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 170034,  Location: 1.5MI SOUTH OF SR-72 (Lat: 27.242631,  Lng: -82.508578),  Route carried "on" structure: US 41,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,637 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,950 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OSCAR CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.637,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 170035,  Location: 0.8MI S OF SR-72 (Lat: 27.251689,  Lng: -82.514683),  Route carried "on" structure: US 41,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,637 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,950 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MATHENY CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 18.812,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 60.1 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: March 2021,  Underwater Inspection Date: Febuary 2021
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Structure Number: 170039,  Location: 1.0MI S of SR-773 (Lat: 27.221342,  Lng: -82.491292),  Route carried "on" structure: US 41,  Year Built: 1962,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 14,750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,591 (year 2042),  Design Load: H 20,  Features Intersected: CATFISH CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 14.651,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170045,  Location: 200FT. N OF VENICE AVE. (Lat: 27.100958,  Lng: -82.433575),  Route carried "on" structure: Bypass US 41,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 31,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,652 (year 2042),  Design Load: HL 93,  Features Intersected: HATCHETT CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.351,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021
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Structure Number: 170059,  Location: 3.1 MI WEST OF US-41 (Lat: 27.284967,  Lng: -82.555281),  Route carried "on" structure: State highway 758,  Year Built: 1966,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,584 (year 2042),  Design Load: HL 93,  Features Intersected: GRAND CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170068,  Location: 0.3MI W OF US-301 (Lat: 27.328528,  Lng: -82.535917),  Route carried "on" structure: US 41,  Year Built: 1958,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20,  Features Intersected: HUDSON BAYOU
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 28.482,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 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: 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170069,  Location: BENEVA ROAD & SR 780 (Lat: 27.337108,  Lng: -82.497125),  Route carried "on" structure: State highway 780,  Year Built: 1974,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 45,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,075 (year 2042),  Design Load: H 20,  Features Intersected: PHILLIPPI CREEK
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 3.492,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
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Structure Number: 170085,  Location: 2.0MI S OF BEE RIDGE RD. (Lat: 27.269431,  Lng: -82.449156),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 51,330 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 89,057 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-72 (CLARK ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.353,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170086,  Location: 2.0MI S OF BEE RIDGE RD. (Lat: 27.269417,  Lng: -82.448767),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-72 (CLARK ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.292,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170099,  Location: 1.5 MI NORTH OF US-41 (Lat: 27.168181,  Lng: -82.456264),  Route carried "on" structure: State highway 681,  Year Built: 1981,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,798 (year 2042),  Design Load: HS 20,  Features Intersected: ABANDONED CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.353,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 170105,  Location: 9.7 MI S OF SR-72 (Lat: 27.137547,  Lng: -82.410564),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: I-75 SB (SR-93),  Facility Carried by Structure: LAUREL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.248,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170106,  Location: 9.7 MI S OF SR-72 (Lat: 27.137450,  Lng: -82.407197),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: I-75 NB (SR-93),  Facility Carried by Structure: LAUREL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.577,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170107,  Location: 2.9 MI S OF SR-681 (Lat: 27.147611,  Lng: -82.418500),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 12,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,167 (year 2042),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: HONORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17012,  Location: 0.75 MI S OF NEW PASS (Lat: 27.322550,  Lng: -82.580147),  Route carried "on" structure: State highway 789,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST ARMANDS KEY WATERWAY,  Facility Carried by Structure: JOHN RINGLING PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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: 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: January 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170141,  Location: 0.75MI SOUTH OF NEW PASS (Lat: 27.322592,  Lng: -82.579969),  Route carried "on" structure: State highway 789,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,850 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,090 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST ARMANDS KEY WATERWAY,  Facility Carried by Structure: JOHN RINGLING PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.160,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 170145,  Location: 2.7MI S OF FRUITVILLE RD. (Lat: 27.298825,  Lng: -82.448203),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.82m (19.09ft),  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: BEE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.619,  Lanes on structure: 3,  Lanes under structure: 6,  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: 36.3m (119.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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,  Underclear: High priority of corrective action,  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: 170146,  Location: 2.7MI S OF FRUITVILLE RD (Lat: 27.298800,  Lng: -82.447831),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.82m (19.09ft),  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: BEE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.553,  Lanes on structure: 4,  Lanes under structure: 6,  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: 36.3m (119.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 170158,  Location: 1/4MI E/O LONGBOAT CLUB D (Lat: 27.333019,  Lng: -82.581758),  Route carried "on" structure: State highway 789,  Year Built: 1986,  Status: Open,  Structure Length: 29.40m (96.46ft),  Average Daily Traffic: 18,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NEW PASS
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.286,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 28.0m (91.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 5 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 5 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: January 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170159,  Location: 0.5MI E OF BENEVA RD. (Lat: 27.337442,  Lng: -82.490314),  Route carried "on" structure: State highway 780,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 55,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,425 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PGA CANAL,  Facility Carried by Structure: FRUITVILLE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.686,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: January 2021
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Structure Number: 170176,  Location: 0.5 MI W OF US-41 (SR-45) (Lat: 27.331781,  Lng: -82.556447),  Route carried "on" structure: State highway 789,  Year Built: 2003,  Status: Open,  Structure Length: 94.39m (309.68ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: HS 20,  Features Intersected: INTRACOASTAL WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 87.5m (287.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 91.5m (300.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Other
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Structure Number: 170187,  Location: 4.2Mi. S of SR-72 (Lat: 27.209833,  Lng: -82.490222),  Route carried "on" structure: US 41,  Year Built: 2020,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 17,250 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,929 (year 2041),  Design Load: HL 93,  Features Intersected: North Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17092,  Location: 1.0MI N OF SR-780 (Lat: 27.354861,  Lng: -82.547389),  Route carried "on" structure: US 41,  Year Built: 1923,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: H 15,  Features Intersected: WHITAKER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.114,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 170951,  Location: 1.4 MI W OF US-41 (Lat: 27.324306,  Lng: -82.566028),  Route carried "on" structure: State highway 789,  Year Built: 1958,  Status: Open,  Structure Length: 30.79m (101.02ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: H 15,  Features Intersected: COON KEY WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 174044,  Location: 0.4MI W of US-301 (Lat: 27.376444,  Lng: -82.538078),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: H 20,  Features Intersected: CANAL MAIN 3,  Facility Carried by Structure: TRI-PAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  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: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 174072,  Location: 0.9MI E OF BENEVA ROAD (Lat: 27.352314,  Lng: -82.484931),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 19,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,659 (year 2041),  Design Load: HS 20,  Features Intersected: CANAL MAIN 'B',  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.827,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 174074,  Location: 0.5MI W OF BENEVA RD (Lat: 27.322831,  Lng: -82.505494),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 17,800 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,883 (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: 2.797,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 174077,  Location: 0.3MI NOF SARASOTA SQUARE (Lat: 27.237294,  Lng: -82.481017),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,748 (year 2041),  Design Load: HS 20,  Features Intersected: TRUNK DITCH,  Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.872,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 174082,  Location: 0.5MI S OF SARASOTA SQ (Lat: 27.226714,  Lng: -82.481236),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,798 (year 2041),  Design Load: HS 20,  Features Intersected: CATFISH CREEK,  Facility Carried by Structure: MCINTOSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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