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 - historical statistics
- 11920-1929
- 41950-1959
- 71960-1969
- 11970-1979
- 121980-1989
- 21990-1999
- 32000-2009
- 102010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 30.8%Satisfactory
- Bridge Condition - Superstructure
- 80.8%Good
- 15.4%Satisfactory
- 3.8%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 80.8%Good
- 11.5%Satisfactory
- Bridge Condition - Channel
- 36.7%Excellent
- 3.3%Very good
- 43.3%Good
- 13.3%Satisfactory
- 3.3%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)