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


  • National Bridge Inventory (NBI) Statistics
  • 40Number of bridges
  • 1,260ft / 384mTotal length
  • $75,000Total costs
  • 1,151,791Total average daily traffic
  • 97,945Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bradenton
  • No street view available for this location

New bridges in Bradenton, FL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 41950-1959
  • 71960-1969
  • 11970-1979
  • 121980-1989
  • 21990-1999
  • 32000-2009
  • 102010-2019
Reconstructed bridges in Bradenton, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 31990-1999
Average Bridge Daily Traffic in Bradenton, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.7%Very good
  • 61.5%Good
  • 30.8%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 80.8%Good
  • 15.4%Satisfactory
  • 3.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.7%Very good
  • 80.8%Good
  • 11.5%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.7%Excellent
  • 3.3%Very good
  • 43.3%Good
  • 13.3%Satisfactory
  • 3.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 12.5%Satisfactory
  • 37.5%Poor
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Structure Number: 130018,  Location: 1.0 MI WEST OF I-75 (Lat: 27.494000,  Lng: -82.490072),  Route carried "on" structure: State highway 64,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,425 (year 2042),  Design Load: H 10,  Features Intersected: BRANCH HAMMOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.430,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 130053,  Location: 0.6 MI NORTH OF SR-64 (Lat: 27.503589,  Lng: -82.563061),  Route carried "on" structure: US 41,  Year Built: 1957,  Status: Open,  Structure Length: 68.10m (223.43ft),  Average Daily Traffic: 63,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 109,305 (year 2042),  Design Load: HS 20,  Features Intersected: MANATEE RIVER 2ND ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.212,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 23.0m (75.5ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 67.80m (222.44ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13006,  Location: 0.3MI. WEST OF BUS US-41 (Lat: 27.495478,  Lng: -82.577583),  Route carried "on" structure: State highway 64,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: H 20,  Features Intersected: WARES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.168,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130084,  Location: 3 MI S OF MANATEE RIVER (Lat: 27.491069,  Lng: -82.472308),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 62,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 108,004 (year 2042),  Design Load: HS 20,  Features Intersected: SR-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.735,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130085,  Location: 3 MI S OF MANATEE RIVER (Lat: 27.491097,  Lng: -82.471892),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 62,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 108,004 (year 2042),  Design Load: HS 20,  Features Intersected: SR-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.724,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130101,  Location: 2.5MI SOUTH OF US-301 (Lat: 27.506261,  Lng: -82.491625),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Status: Open,  Structure Length: 34.95m (114.67ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SALT MARSH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.457,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130102,  Location: 2.5MI. SOUTH OF US-301 (Lat: 27.506967,  Lng: -82.491703),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Status: Open,  Structure Length: 47.80m (156.82ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SALT MARSH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.331,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130132,  Location: 0.1 MI N OF SR-64 (Lat: 27.505111,  Lng: -82.571722),  Route carried "on" structure: Business US 41,  Year Built: 1986,  Status: Open,  Structure Length: 115.90m (380.25ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MANATEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 26.1m (85.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 45,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.8m (127.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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,  Inspection Date: August 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130136,  Location: 2.6 MI. WEST OF I-75 (Lat: 27.498450,  Lng: -82.517347),  Route carried "on" structure: State highway 64,  Year Built: 1988,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRADEN RIVER EAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.591,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 26 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 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: 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: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130137,  Location: 3.0 MI. WEST OF I-75 (Lat: 27.496644,  Lng: -82.524567),  Route carried "on" structure: State highway 64,  Year Built: 1988,  Status: Open,  Structure Length: 19.58m (64.24ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRADEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.804,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130144,  Location: 2.0 MI W OF I-75 (Lat: 27.446417,  Lng: -82.491333),  Route carried "on" structure: State highway 70,  Year Built: 1999,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 45,105 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,257 (year 2042),  Design Load: HS 20,  Features Intersected: BRADEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  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: 26.4m (86.6ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130152,  Location: 5.7 MI W OF US-41 (Lat: 27.496303,  Lng: -82.668969),  Route carried "on" structure: State highway 64,  Year Built: 2000,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PERICO BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130153,  Location: 5.0 MI. WEST OF BUS-41 (Lat: 27.496278,  Lng: -82.652472),  Route carried "on" structure: State highway 64,  Year Built: 2000,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PALMA SOLA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130154,  Location: AT SR-70 (Lat: 27.441111,  Lng: -82.459206),  Route carried "on" structure: Interstate 75,  Year Built: 2019,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 123,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 154,375 (year 2042),  Design Load: HL 93,  Features Intersected: SR-70
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 5.929,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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: 130162,  Location: 3.0 MI S/O MANATEE RIVER (Lat: 27.491042,  Lng: -82.472583),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2019,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 6,200 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,757 (year 2042),  Design Load: HL 93,  Features Intersected: SR-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.385,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 134015,  Location: 0.6 MILE SOUTH OF SR-64 (Lat: 27.486936,  Lng: -82.643831),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Posted for load-capacity,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,387 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,407 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH/PALMA SOLA BAY,  Facility Carried by Structure: PALMA SOLA BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.302,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 134017,  Location: 0.2MILE WEST OF 75TH ST W (Lat: 27.486153,  Lng: -82.641769),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load-capacity,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 276 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 479 (year 2041),  Features Intersected: PALMA SOLA BAY BRANCH,  Facility Carried by Structure: ALHAMBRA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 134033,  Location: 0.6MI S OF SR684/44TH AVE (Lat: 27.453844,  Lng: -82.587600),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,953 (year 2041),  Design Load: H 15,  Features Intersected: CEDAR HAMMOCK CANAL,  Facility Carried by Structure: 26TH ST. WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.506,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.2 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 134069,  Location: 0.6 MI NORTH OF SR-70 (Lat: 27.455619,  Lng: -82.485289),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Posted for load-capacity,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,888 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,156 (year 2041),  Features Intersected: WILLIAMS CREEK,  Facility Carried by Structure: CARUSO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.061,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.0 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: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 134072,  Location: 1.5MI SOUTH OF SR-64 (Lat: 27.473708,  Lng: -82.612297),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,085 (year 2041),  Features Intersected: CEDAR HAMMOCK CANAL,  Facility Carried by Structure: 51ST STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.247,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021
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Structure Number: 134076,  Location: 0.1 MI NORTH OF SR-684 (Lat: 27.464825,  Lng: -82.570258),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,152 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,939 (year 2041),  Features Intersected: CEDAR HAMMOCK CANAL,  Facility Carried by Structure: 9TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021
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Structure Number: 134077,  Location: 0.8MI N OF SR-684 (Lat: 27.473575,  Lng: -82.604086),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,003 (year 2042),  Features Intersected: CEDAR HAMMOCK CANAL,  Facility Carried by Structure: 43RD STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.231,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021
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Structure Number: 13409,  Location: 0.8 MI. NORTH OF SR-64 (Lat: 27.505800,  Lng: -82.481375),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,089 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,770 (year 2040),  Design Load: HS 20,  Features Intersected: CYPRESS STRAND,  Facility Carried by Structure: KAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 134094,  Location: 0.9MI SOUTH OF SR 64 (Lat: 27.481675,  Lng: -82.636767),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,253 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,139 (year 2041),  Design Load: HS 20,  Features Intersected: CEDAR HAMMOCK CREEK,  Facility Carried by Structure: 75TH ST WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.132,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 134117,  Location: 0.65 MI. EAST OF US-301 (Lat: 27.429008,  Lng: -82.519425),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 9,998 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,347 (year 2041),  Design Load: HL 93,  Features Intersected: PEARCE CANAL,  Facility Carried by Structure: 63RD AVE. EAST
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.694,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 77.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 134118,  Location: 1.0 MI. S OF SR-70 (Lat: 27.418006,  Lng: -82.399561),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 13,306 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,086 (year 2041),  Design Load: HS 20,  Features Intersected: BRADEN RIVER,  Facility Carried by Structure: LORRAINE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.489,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 134121,  Location: 240FT. WEST OF 39TH ST CT (Lat: 27.501083,  Lng: -82.599750),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,404 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,171 (year 2041),  Design Load: HL 93,  Features Intersected: McLEWIS BAYOU,  Facility Carried by Structure: RIVERVIEW BOULEVAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Inventory Rating: 70.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 134126,  Location: 1.7Mi W of Wauchula Rd (Lat: 27.436322,  Lng: -82.150547),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Posted for load-capacity,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2042),  Design Load: HS 20,  Features Intersected: Taylor Creek,  Facility Carried by Structure: Taylor Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 135256,  Location: 0.2MILE WEST OF BUS US-41 (Lat: 27.482508,  Lng: -82.578358),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 1,333 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,313 (year 2042),  Features Intersected: WARES CREEK,  Facility Carried by Structure: 19TH AVENUE WEST
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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 135257,  Location: 0.2MILE WEST OF BUS US-41 (Lat: 27.480911,  Lng: -82.577989),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Posted for load-capacity,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,410 (year 2042),  Design Load: HS 20,  Features Intersected: WARES CREEK,  Facility Carried by Structure: 21ST AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 135258,  Location: 0.3 MI West of US-41B (Lat: 27.491903,  Lng: -82.581431),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 6,300 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,931 (year 2041),  Design Load: HL 93,  Features Intersected: WARES CREEK,  Facility Carried by Structure: 9TH AVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.179,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 135259,  Location: 0.3 MI West of US-41B (Lat: 27.489111,  Lng: -82.581944),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Posted for load-capacity,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,350 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,077 (year 2042),  Design Load: HL 93,  Features Intersected: WARES CREEK,  Facility Carried by Structure: 12TH AVE WEST
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 13526,  Location: 0.3 MI West of US-41B (Lat: 27.487300,  Lng: -82.581931),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HL 93,  Features Intersected: WARES CREEK,  Facility Carried by Structure: 14TH AVE WEST
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: October 2020,  Underwater Inspection Date: September 2020
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Structure Number: 135261,  Location: 0.30 MI W/O BUS US-41 (Lat: 27.484572,  Lng: -82.580844),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,726 (year 2041),  Design Load: HL 93,  Features Intersected: WARES CREEK,  Facility Carried by Structure: 17TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 130053,  Location: 0.6 MI NORTH OF SR-64 (Lat: 27.503589,  Lng: -82.563061),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: MANATEE RIVER 2ND ST E,  Facility Carried by Structure: US-41/US-301
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 130084,  Location: 3 MI S OF MANATEE RIVER (Lat: 27.491069,  Lng: -82.472308),  Route carried "under" structure: State highway 64,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-64,  Facility Carried by Structure: I-75 (SR-93) SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 10.227,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 130085,  Location: 3 MI S OF MANATEE RIVER (Lat: 27.491097,  Lng: -82.471892),  Route carried "under" structure: State highway 64,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 47,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-64,  Facility Carried by Structure: I-75 (SR-93) NB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 10.269,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1301,  Location: 0.3 MI NORTH OF SR-64 (Lat: 27.502600,  Lng: -82.481406),  Route carried "under" structure: Interstate 75,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: KAY ROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 13.432,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 130154,  Location: AT SR-70 (Lat: 27.441111,  Lng: -82.459206),  Route carried "under" structure: State highway 70,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-70,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 8.750,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 130162,  Location: 3.0 MI S/O MANATEE RIVER (Lat: 27.491042,  Lng: -82.472583),  Route carried "under" structure: State highway 64,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-64,  Facility Carried by Structure: I-75 SB RAMP D2
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 10.205,  Lanes on structure: 1,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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