Bridge Statistics for Temple Terrace, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 604ft / 184mTotal length
- 953,810Total average daily traffic
- 91,483Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Temple Terrace
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 11970-1979
- 271980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 82000-2009
- Bridge Condition - Deck
- 4.5%Very good
- 90.9%Good
- 4.5%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Very good
- 72.7%Good
- Bridge Condition - Substructure
- 59.1%Very good
- 27.3%Good
- 13.6%Satisfactory
- Bridge Condition - Channel
- 25.0%Very good
- 75.0%Good
Find on map >> Show street view
Structure Number: 100266, Location: 1.7MILES NORTH OF US-92 (Lat: 28.022778, Lng: -82.393447), Route carried "on" structure: State highway 583, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 69,400 (year 2041), Design Load: H 15, Features Intersected: HILLSBOROUGH RVR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.404, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 71.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021
Structure Number: 100266, Location: 1.7MILES NORTH OF US-92 (Lat: 28.022778, Lng: -82.393447), Route carried "on" structure: State highway 583, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 69,400 (year 2041), Design Load: H 15, Features Intersected: HILLSBOROUGH RVR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.404, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 71.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 100267, Location: 1.8 MILES NORTH OF US-92 (Lat: 28.024436, Lng: -82.393489), Route carried "on" structure: State highway 583, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 34,700 (year 2041), Design Load: H 15, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100267, Location: 1.8 MILES NORTH OF US-92 (Lat: 28.024436, Lng: -82.393489), Route carried "on" structure: State highway 583, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 34,700 (year 2041), Design Load: H 15, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100276, Location: 1.5 MILES WEST OF I-75 (Lat: 28.069228, Lng: -82.377183), Route carried "on" structure: County highway 582A, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 21,300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 26,625 (year 2041), Design Load: HL 93, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: FLETCHER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.042, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 30.4m (99.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100276, Location: 1.5 MILES WEST OF I-75 (Lat: 28.069228, Lng: -82.377183), Route carried "on" structure: County highway 582A, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 21,300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 26,625 (year 2041), Design Load: HL 93, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: FLETCHER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.042, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 30.4m (99.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1004, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061431, Lng: -82.354044), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: 127TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.950, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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: Somewhat better than minimum adequacy, 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: 1004, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061431, Lng: -82.354044), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: 127TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.950, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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: Somewhat better than minimum adequacy, 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
Find on map >> Show street view
Structure Number: 100401, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061417, Lng: -82.353417), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: 127TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.4m (83.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100401, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061417, Lng: -82.353417), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: 127TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.4m (83.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100402, Location: 0.7MILE WEST OF I-75 (Lat: 28.054150, Lng: -82.364142), Route carried "on" structure: State highway 582, Year Built: 1985, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 23,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 40,339 (year 2041), Design Load: HS 20+Mod, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 9.328, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100402, Location: 0.7MILE WEST OF I-75 (Lat: 28.054150, Lng: -82.364142), Route carried "on" structure: State highway 582, Year Built: 1985, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 23,250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 40,339 (year 2041), Design Load: HS 20+Mod, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 9.328, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100403, Location: 1.2MI NORTH OF US-301 (Lat: 28.054194, Lng: -82.353833), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2042), Design Load: HL 93, Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.142, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100403, Location: 1.2MI NORTH OF US-301 (Lat: 28.054194, Lng: -82.353833), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2042), Design Load: HL 93, Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.142, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100404, Location: 1.2MI NORTH OF US-301 (Lat: 28.054222, Lng: -82.353417), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 64,250 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2042), Design Load: HL 93, Features Intersected: SR-582/FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.134, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 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: 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: 100404, Location: 1.2MI NORTH OF US-301 (Lat: 28.054222, Lng: -82.353417), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 64,250 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2042), Design Load: HL 93, Features Intersected: SR-582/FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.134, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 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: 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
Find on map >> Show street view
Structure Number: 100405, Location: 1.2MI NORTH OF US-301 (Lat: 28.054156, Lng: -82.354119), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.502, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 100405, Location: 1.2MI NORTH OF US-301 (Lat: 28.054156, Lng: -82.354119), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.502, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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
Find on map >> Show street view
Structure Number: 100407, Location: I-75&SR-582 INTERCHANGE (Lat: 28.055825, Lng: -82.354008), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.324, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100407, Location: I-75&SR-582 INTERCHANGE (Lat: 28.055825, Lng: -82.354008), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.324, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100408, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055817, Lng: -82.353653), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.324, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100408, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055817, Lng: -82.353653), Route carried "on" structure: Interstate 75, Year Built: 1985, Year Reconstructed: 2012, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.324, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100409, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055792, Lng: -82.354592), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,328 (year 2042), Design Load: HS 20+Mod, Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100409, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055792, Lng: -82.354592), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,328 (year 2042), Design Load: HS 20+Mod, Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 10041, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055778, Lng: -82.354333), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,290 (year 2042), Design Load: HS 20+Mod, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.686, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10041, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055778, Lng: -82.354333), Route carried "on" structure: Ramp Interstate 75, Year Built: 1985, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,290 (year 2042), Design Load: HS 20+Mod, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.686, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100477, Location: 2.9MI NORTH OF I-4 (Lat: 28.036972, Lng: -82.349194), Route carried "on" structure: Interstate 75, Year Built: 1983, Status: Open, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2041), Design Load: HS 20, Features Intersected: US-301 (SR-45)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.153, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.7m (169.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100477, Location: 2.9MI NORTH OF I-4 (Lat: 28.036972, Lng: -82.349194), Route carried "on" structure: Interstate 75, Year Built: 1983, Status: Open, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2041), Design Load: HS 20, Features Intersected: US-301 (SR-45)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.153, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.7m (169.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100478, Location: 2.9MI NORTH OF I-4 (Lat: 28.037722, Lng: -82.349194), Route carried "on" structure: Interstate 75, Year Built: 1983, Status: Open, Structure Length: 15.38m (50.46ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2041), Design Load: HS 20+Mod, Features Intersected: US-301 (SR-43)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.226, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100478, Location: 2.9MI NORTH OF I-4 (Lat: 28.037722, Lng: -82.349194), Route carried "on" structure: Interstate 75, Year Built: 1983, Status: Open, Structure Length: 15.38m (50.46ft), Average Daily Traffic: 64,250 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 111,474 (year 2041), Design Load: HS 20+Mod, Features Intersected: US-301 (SR-43)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.226, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100479, Location: 0.6 MI N OF SR-582 (Lat: 28.058222, Lng: -82.354667), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,250 (year 2041), Design Load: HS 20, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: MORRIS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100479, Location: 0.6 MI N OF SR-582 (Lat: 28.058222, Lng: -82.354667), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,250 (year 2041), Design Load: HS 20, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: MORRIS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100481, Location: 0.3MI NORTH OF SR-582 (Lat: 28.058194, Lng: -82.354047), Route carried "on" structure: Interstate 75, Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.556, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 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, 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: 100481, Location: 0.3MI NORTH OF SR-582 (Lat: 28.058194, Lng: -82.354047), Route carried "on" structure: Interstate 75, Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.556, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 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, 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
Find on map >> Show street view
Structure Number: 100482, Location: 0.3MI NORTH OF SR-582 (Lat: 28.058197, Lng: -82.353661), Route carried "on" structure: Interstate 75, Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.569, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100482, Location: 0.3MI NORTH OF SR-582 (Lat: 28.058197, Lng: -82.353661), Route carried "on" structure: Interstate 75, Year Built: 1984, Year Reconstructed: 2012, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 57,250 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 99,329 (year 2042), Design Load: HL 93, Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.569, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100678, Location: 0.6 MI W OF I-75 (Lat: 28.054417, Lng: -82.364186), Route carried "on" structure: State highway 582, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 23,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 40,339 (year 2042), Design Load: HL 93, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.318, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: September 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100678, Location: 0.6 MI W OF I-75 (Lat: 28.054417, Lng: -82.364186), Route carried "on" structure: State highway 582, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 23,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 40,339 (year 2042), Design Load: HL 93, Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.318, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: September 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 104102, Location: 1.1MI S OF CR-579 (Lat: 28.058089, Lng: -82.352408), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2042), Design Load: H 15, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: OLD MORRIS BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104102, Location: 1.1MI S OF CR-579 (Lat: 28.058089, Lng: -82.352408), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2042), Design Load: H 15, Features Intersected: COWHOUSE CREEK, Facility Carried by Structure: OLD MORRIS BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 104143, Location: 1.0MI E OF 56TH STREET (Lat: 28.032528, Lng: -82.381917), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 20,300 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,375 (year 2042), Design Load: HS 20, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: BULLARD PARKWAY EB
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: 8, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104143, Location: 1.0MI E OF 56TH STREET (Lat: 28.032528, Lng: -82.381917), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 20,300 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,375 (year 2042), Design Load: HS 20, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: BULLARD PARKWAY EB
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: 8, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 104144, Location: 1.0MI E OF 56TH STREET (Lat: 28.032644, Lng: -82.381864), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 20,300 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,375 (year 2042), Design Load: HS 20, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: BULLARD PARKWAY WB
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: 8, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104144, Location: 1.0MI E OF 56TH STREET (Lat: 28.032644, Lng: -82.381864), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 12.91m (42.36ft), Average Daily Traffic: 20,300 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,375 (year 2042), Design Load: HS 20, Features Intersected: HILLSBOROUGH RIVER, Facility Carried by Structure: BULLARD PARKWAY WB
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: 8, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 104492, Location: 0.2 MI W/O CR-579 (Lat: 28.075889, Lng: -82.345278), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load-capacity, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 63 (year 2040), Design Load: H 15, Features Intersected: Tampa Bypass Canal, Facility Carried by Structure: Trout Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104492, Location: 0.2 MI W/O CR-579 (Lat: 28.075889, Lng: -82.345278), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load-capacity, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 63 (year 2040), Design Load: H 15, Features Intersected: Tampa Bypass Canal, Facility Carried by Structure: Trout Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1004, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061431, Lng: -82.354044), Route carried "under" structure: City street , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Features Intersected: 127TH AVE., Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
Structure Number: 1004, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061431, Lng: -82.354044), Route carried "under" structure: City street , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Features Intersected: 127TH AVE., Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
Find on map >> Show street view
Structure Number: 100401, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061417, Lng: -82.353417), Route carried "under" structure: City street , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 30%, Features Intersected: 127TH AVE., Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
Structure Number: 100401, Location: 0.5MI NORTH OF SR-582 (Lat: 28.061417, Lng: -82.353417), Route carried "under" structure: City street , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 30%, Features Intersected: 127TH AVE., Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)
Find on map >> Show street view
Structure Number: 100403, Location: 1.2MI NORTH OF US-301 (Lat: 28.054194, Lng: -82.353833), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE), Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 10.382, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 100403, Location: 1.2MI NORTH OF US-301 (Lat: 28.054194, Lng: -82.353833), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE), Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 10.382, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 100404, Location: 1.2MI NORTH OF US-301 (Lat: 28.054222, Lng: -82.353417), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582/FOWLER AVE, Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.419, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 100404, Location: 1.2MI NORTH OF US-301 (Lat: 28.054222, Lng: -82.353417), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582/FOWLER AVE, Facility Carried by Structure: I-75 NB (SR-93A)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.419, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Find on map >> Show street view
Structure Number: 100405, Location: 1.2MI NORTH OF US-301 (Lat: 28.054156, Lng: -82.354119), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 10.359, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft)
Structure Number: 100405, Location: 1.2MI NORTH OF US-301 (Lat: 28.054156, Lng: -82.354119), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 10.359, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft)
Find on map >> Show street view
Structure Number: 100406, Location: 1.2 MI N OF US-301 (Lat: 28.054156, Lng: -82.351111), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 10.646, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)
Structure Number: 100406, Location: 1.2 MI N OF US-301 (Lat: 28.054156, Lng: -82.351111), Route carried "under" structure: State highway 582, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2020), Truck Traffic: 11%, Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 10.646, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)
Find on map >> Show street view
Structure Number: 100407, Location: I-75&SR-582 INTERCHANGE (Lat: 28.055825, Lng: -82.354008), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.652, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: 100407, Location: I-75&SR-582 INTERCHANGE (Lat: 28.055825, Lng: -82.354008), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.652, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Find on map >> Show street view
Structure Number: 100408, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055817, Lng: -82.353653), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 100408, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055817, Lng: -82.353653), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.612, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Find on map >> Show street view
Structure Number: 100409, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055792, Lng: -82.354592), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.705, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 100409, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055792, Lng: -82.354592), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.705, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Find on map >> Show street view
Structure Number: 10041, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055778, Lng: -82.354333), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.686, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.6m (80.7ft)
Structure Number: 10041, Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055778, Lng: -82.354333), Route carried "under" structure: Ramp Interstate 75, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 9%, Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.686, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.6m (80.7ft)
Find on map >> Show street view
Structure Number: 100477, Location: 2.9MI NORTH OF I-4 (Lat: 28.036972, Lng: -82.349194), Route carried "under" structure: Interstate 301, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Features Intersected: US-301 (SR-45), Facility Carried by Structure: I-75 (SR-93A) SB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 4.688, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.7m (169.6ft)
Structure Number: 100477, Location: 2.9MI NORTH OF I-4 (Lat: 28.036972, Lng: -82.349194), Route carried "under" structure: Interstate 301, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Features Intersected: US-301 (SR-45), Facility Carried by Structure: I-75 (SR-93A) SB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 4.688, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.7m (169.6ft)
Find on map >> Show street view
Structure Number: 100478, Location: 2.9MI NORTH OF I-4 (Lat: 28.037722, Lng: -82.349194), Route carried "under" structure: US 301, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Features Intersected: US-301 (SR-43), Facility Carried by Structure: I-75 (SR-93A) NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 4.773, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.4m (175.2ft)
Structure Number: 100478, Location: 2.9MI NORTH OF I-4 (Lat: 28.037722, Lng: -82.349194), Route carried "under" structure: US 301, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Features Intersected: US-301 (SR-43), Facility Carried by Structure: I-75 (SR-93A) NB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 4.773, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.4m (175.2ft)