Bridge Statistics for Town 'n' Country, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 70Number of bridges
- 636ft / 194mTotal length
- $210,000Total costs
- 2,003,008Total average daily traffic
- 144,285Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Town 'n' Country
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41960-1969
- 81970-1979
- 51980-1989
- 461990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- 02000-2009
- 172010-2019
- Bridge Condition - Deck
- 4.4%Very good
- 82.2%Good
- 8.9%Satisfactory
- 4.4%Fair
- Bridge Condition - Superstructure
- 4.4%Very good
- 84.4%Good
- 6.7%Satisfactory
- 4.4%Fair
- Bridge Condition - Substructure
- 17.8%Very good
- 73.3%Good
- 8.9%Satisfactory
- Bridge Condition - Channel
- 11.1%Very good
- 58.3%Good
- 25.0%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 104262, Location: 0.2 MI W OF SHELDON ROAD (Lat: 28.000864, Lng: -82.586219), Route carried "on" structure: County highway , Year Built: 1992, Year Reconstructed: 1994, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 7,260 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,075 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: MEMORIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104262, Location: 0.2 MI W OF SHELDON ROAD (Lat: 28.000864, Lng: -82.586219), Route carried "on" structure: County highway , Year Built: 1992, Year Reconstructed: 1994, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 7,260 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,075 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: MEMORIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104267, Location: 1 MI NORTH OF SR-580 (Lat: 28.011142, Lng: -82.562514), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 22,600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 28,250 (year 2041), Design Load: HS 20, Features Intersected: CHANNEL G, Facility Carried by Structure: HANLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104267, Location: 1 MI NORTH OF SR-580 (Lat: 28.011142, Lng: -82.562514), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 22,600 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 28,250 (year 2041), Design Load: HS 20, Features Intersected: CHANNEL G, Facility Carried by Structure: HANLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104269, Location: 0.2MI N OF HILLSBORO AVE (Lat: 28.001272, Lng: -82.583264), Route carried "on" structure: County highway 589, Year Built: 1997, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 25,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 32,000 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: SHELDON ROAD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104269, Location: 0.2MI N OF HILLSBORO AVE (Lat: 28.001272, Lng: -82.583264), Route carried "on" structure: County highway 589, Year Built: 1997, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 25,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 32,000 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: SHELDON ROAD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104276, Location: 393FT N OF WATERS AVE (Lat: 28.026625, Lng: -82.538214), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,270 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,588 (year 2041), Design Load: HS 20, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: ANDERSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 104276, Location: 393FT N OF WATERS AVE (Lat: 28.026625, Lng: -82.538214), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,270 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,588 (year 2041), Design Load: HS 20, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: ANDERSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 104279, Location: 0.7MI S OF WATERS AVE. (Lat: 28.016461, Lng: -82.533897), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 4,125 (year 2041), Design Load: HS 20, Features Intersected: CHANNEL H, Facility Carried by Structure: ANDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.503, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 104279, Location: 0.7MI S OF WATERS AVE. (Lat: 28.016461, Lng: -82.533897), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 4,125 (year 2041), Design Load: HS 20, Features Intersected: CHANNEL H, Facility Carried by Structure: ANDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.503, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 104281, Location: 0.2MI NORTH OF WATERS AVE (Lat: 28.029017, Lng: -82.583147), Route carried "on" structure: County highway 589, Year Built: 1994, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 12,088 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,110 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: SHELDON ROAD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104281, Location: 0.2MI NORTH OF WATERS AVE (Lat: 28.029017, Lng: -82.583147), Route carried "on" structure: County highway 589, Year Built: 1994, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 12,088 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,110 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: SHELDON ROAD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104288, Location: 0.1 MI EAST OF SHELDON RD (Lat: 28.025964, Lng: -82.581039), Route carried "on" structure: County highway 584, Year Built: 1992, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,875 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: WATERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104288, Location: 0.1 MI EAST OF SHELDON RD (Lat: 28.025964, Lng: -82.581039), Route carried "on" structure: County highway 584, Year Built: 1992, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,875 (year 2041), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: WATERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104602, Location: 1MI NORTH OF SR-580 (Lat: 28.011369, Lng: -82.575181), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,460 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,575 (year 2041), Design Load: HL 93, Features Intersected: CHANNEL G, Facility Carried by Structure: WEBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104602, Location: 1MI NORTH OF SR-580 (Lat: 28.011369, Lng: -82.575181), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,460 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,575 (year 2041), Design Load: HL 93, Features Intersected: CHANNEL G, Facility Carried by Structure: WEBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104606, Location: 0.1 MI E OF DOUBLE BRANCH (Lat: 28.029731, Lng: -82.634050), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,060 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,075 (year 2041), Design Load: HL 93, Features Intersected: DOUBLE BRANCH CREEK, Facility Carried by Structure: MEMORIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 104606, Location: 0.1 MI E OF DOUBLE BRANCH (Lat: 28.029731, Lng: -82.634050), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 4,060 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,075 (year 2041), Design Load: HL 93, Features Intersected: DOUBLE BRANCH CREEK, Facility Carried by Structure: MEMORIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 100515, Location: 1 MI S OF HILLSBRGH AVE (Lat: 27.981767, Lng: -82.546264), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET NB 2.6
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 100515, Location: 1 MI S OF HILLSBRGH AVE (Lat: 27.981767, Lng: -82.546264), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET NB 2.6
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 100515, Location: 1 MI S OF HILLSBRGH AVE (Lat: 27.981767, Lng: -82.546264), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET NB 2.6
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 1.613, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 100515, Location: 1 MI S OF HILLSBRGH AVE (Lat: 27.981767, Lng: -82.546264), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET NB 2.6
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 1.613, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 100516, Location: 1.0 MI S OF HILLSBRGH AVE (Lat: 27.981747, Lng: -82.546511), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET SB 2.6
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 100516, Location: 1.0 MI S OF HILLSBRGH AVE (Lat: 27.981747, Lng: -82.546511), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET SB 2.6
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 100516, Location: 1.0 MI S OF HILLSBRGH AVE (Lat: 27.981747, Lng: -82.546511), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET SB 2.6
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 100516, Location: 1.0 MI S OF HILLSBRGH AVE (Lat: 27.981747, Lng: -82.546511), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 9%, Features Intersected: MEMORIAL HWY, Facility Carried by Structure: SR 589 VET SB 2.6
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 1.645, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 100519, Location: 1.9 MI N OF SR 60 (Lat: 27.996347, Lng: -82.545869), Route carried "under" structure: State highway 580, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET NB 3.6
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 100519, Location: 1.9 MI N OF SR 60 (Lat: 27.996347, Lng: -82.545869), Route carried "under" structure: State highway 580, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET NB 3.6
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 100519, Location: 1.9 MI N OF SR 60 (Lat: 27.996347, Lng: -82.545869), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET NB 3.6
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 100519, Location: 1.9 MI N OF SR 60 (Lat: 27.996347, Lng: -82.545869), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET NB 3.6
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 10052, Location: 1.9 MI N OF SR 60 (Lat: 27.996311, Lng: -82.546092), Route carried "under" structure: State highway 580, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET SB 3.6
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.317, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 10052, Location: 1.9 MI N OF SR 60 (Lat: 27.996311, Lng: -82.546092), Route carried "under" structure: State highway 580, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET SB 3.6
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.317, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 10052, Location: 1.9 MI N OF SR 60 (Lat: 27.996311, Lng: -82.546092), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET SB 3.6
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 10052, Location: 1.9 MI N OF SR 60 (Lat: 27.996311, Lng: -82.546092), Route carried "under" structure: Ramp City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 51,880 (year 2020), Truck Traffic: 5%, Features Intersected: HILLSBOROUGH AVE, Facility Carried by Structure: SR 589 VET SB 3.6
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 11.341, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 100524, Location: 0.8 MI N OF HILLSBRGH AVE (Lat: 28.007372, Lng: -82.545775), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: JOHNS RD, Facility Carried by Structure: SR 589 VET SB 4.4
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 4.511, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 100524, Location: 0.8 MI N OF HILLSBRGH AVE (Lat: 28.007372, Lng: -82.545775), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: JOHNS RD, Facility Carried by Structure: SR 589 VET SB 4.4
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 4.511, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 100525, Location: 0.8 MI N OF HILLSBRGH AVE (Lat: 28.007353, Lng: -82.545528), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: JOHNS RD, Facility Carried by Structure: SR 589 VET NB 4.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.511, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 100525, Location: 0.8 MI N OF HILLSBRGH AVE (Lat: 28.007353, Lng: -82.545528), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: JOHNS RD, Facility Carried by Structure: SR 589 VET NB 4.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.511, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 10053, Location: 1.4 MI N OF HILLSBRGH AVE (Lat: 28.016503, Lng: -82.545439), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: BARRY RD, Facility Carried by Structure: SR 589 VET SB 5.0
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 5.526, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 10053, Location: 1.4 MI N OF HILLSBRGH AVE (Lat: 28.016503, Lng: -82.545439), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: BARRY RD, Facility Carried by Structure: SR 589 VET SB 5.0
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 5.526, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 100531, Location: 1.4 MI N OF HILLSBRGH AVE (Lat: 28.016506, Lng: -82.545219), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: BARRY RD, Facility Carried by Structure: SR 589 VET NB 5.0
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 5.526, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 100531, Location: 1.4 MI N OF HILLSBRGH AVE (Lat: 28.016506, Lng: -82.545219), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: BARRY RD, Facility Carried by Structure: SR 589 VET NB 5.0
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 5.526, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 100532, Location: 2 MI N OF HILLSBRGH AVE (Lat: 28.025672, Lng: -82.544475), Route carried "under" structure: County highway 584, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: WATERS AVE, Facility Carried by Structure: SR 589 VET SB 5.6
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.536, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.5m (251.0ft)
Structure Number: 100532, Location: 2 MI N OF HILLSBRGH AVE (Lat: 28.025672, Lng: -82.544475), Route carried "under" structure: County highway 584, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: WATERS AVE, Facility Carried by Structure: SR 589 VET SB 5.6
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.536, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.5m (251.0ft)
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Structure Number: 100533, Location: 2MI N OF HILLSBRGH AVE (Lat: 28.025672, Lng: -82.544225), Route carried "under" structure: County highway 584, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: WATERS AVE, Facility Carried by Structure: SR 589 VET NB 5.6
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.536, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.5m (251.0ft)
Structure Number: 100533, Location: 2MI N OF HILLSBRGH AVE (Lat: 28.025672, Lng: -82.544225), Route carried "under" structure: County highway 584, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 36,392 (year 2020), Truck Traffic: 7%, Features Intersected: WATERS AVE, Facility Carried by Structure: SR 589 VET NB 5.6
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 6.536, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.5m (251.0ft)
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Structure Number: 100536, Location: 0.65MI S OF LINEBAUGH AVE (Lat: 28.036617, Lng: -82.549606), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 8%, Features Intersected: HENDERSON ROAD, Facility Carried by Structure: SR 589 VET SB 6.5
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
Structure Number: 100536, Location: 0.65MI S OF LINEBAUGH AVE (Lat: 28.036617, Lng: -82.549606), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 8%, Features Intersected: HENDERSON ROAD, Facility Carried by Structure: SR 589 VET SB 6.5
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
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Structure Number: 100537, Location: 0.65MI S OF LINEBAUGH AVE (Lat: 28.036800, Lng: -82.549544), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 8%, Features Intersected: HENDERSON ROAD, Facility Carried by Structure: SR 589 VET NB 6.5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
Structure Number: 100537, Location: 0.65MI S OF LINEBAUGH AVE (Lat: 28.036800, Lng: -82.549544), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,000 (year 2014), Truck Traffic: 8%, Features Intersected: HENDERSON ROAD, Facility Carried by Structure: SR 589 VET NB 6.5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
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Structure Number: 100573, Location: 0.6 MI N OF SR-60 (Lat: 27.976750, Lng: -82.546389), Route carried "under" structure: County highway , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Features Intersected: INDEPENDENCE PKWY NB, Facility Carried by Structure: SR-589
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.362, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 100573, Location: 0.6 MI N OF SR-60 (Lat: 27.976750, Lng: -82.546389), Route carried "under" structure: County highway , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Features Intersected: INDEPENDENCE PKWY NB, Facility Carried by Structure: SR-589
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.362, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 100634, Location: 0.7MI NORTH OF CR584 (Lat: 28.034292, Lng: -82.545208), Route carried "under" structure: State highway 589, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 63,300 (year 2020), Truck Traffic: 10%, Features Intersected: SR 589, Facility Carried by Structure: ANDERSN RD RMP 6.2
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 7.593, Lanes on structure: 1, Lanes under structure: 8, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 59.7m (195.9ft)
Structure Number: 100634, Location: 0.7MI NORTH OF CR584 (Lat: 28.034292, Lng: -82.545208), Route carried "under" structure: State highway 589, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 63,300 (year 2020), Truck Traffic: 10%, Features Intersected: SR 589, Facility Carried by Structure: ANDERSN RD RMP 6.2
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 7.593, Lanes on structure: 1, Lanes under structure: 8, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 59.7m (195.9ft)
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Structure Number: 100634, Location: 0.7MI NORTH OF CR584 (Lat: 28.034292, Lng: -82.545208), Route carried "under" structure: Ramp State highway 589, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 4%, Features Intersected: SR 589, Facility Carried by Structure: ANDERSN RD RMP 6.2
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 7.593, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 59.7m (195.9ft)
Structure Number: 100634, Location: 0.7MI NORTH OF CR584 (Lat: 28.034292, Lng: -82.545208), Route carried "under" structure: Ramp State highway 589, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 4%, Features Intersected: SR 589, Facility Carried by Structure: ANDERSN RD RMP 6.2
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 7.593, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 59.7m (195.9ft)