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


  • National Bridge Inventory (NBI) Statistics
  • 31Number of bridges
  • 250m820ftTotal length
  • 904,400Total average daily traffic
  • 70,953Total 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
  • 21960-1969
  • 251980-1989
  • 22000-2009
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 21980-1989
  • 01990-1999
  • 72000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 100266,  Location: 1.7MILES NORTH OF US-92 (Lat: 28.022842,  Lng: -82.393286),  Route carried "on" structure: State highway 583,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 38,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 66,798 (year 2035),  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: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Underwater Inspection Date: June 13
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Structure Number: 100267,  Location: 1.8 MILES NORTH OF US-92 (Lat: 28.024444,  Lng: -82.393433),  Route carried "on" structure: State highway 583,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 19,250 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,399 (year 2035),  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: Satisfactory,  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Underwater Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100276,  Location: 1.5 MILES WEST OF I-75 (Lat: 28.069167,  Lng: -82.377500),  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 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,625 (year 2035),  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: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Underwater Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100401,  Location: 0.5MI N 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: 51,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,353 (year 2034),  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: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100402,  Location: 0.7MILE WEST OF I-75 (Lat: 28.055000,  Lng: -82.363889),  Route carried "on" structure: State highway 582,  Year Built: 1985,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 27,250 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,279 (year 2035),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Underwater Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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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,  Status: Open,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 61,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,835 (year 2035),  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: 21.0m (68.9ft),  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: 21.0m (68.9ft),  Out-to-Out Width: 21.0m (68.9ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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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: 61,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,835 (year 2035),  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: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100405,  Location: 1.2MI NORTH OF US-301 (Lat: 28.054167,  Lng: -82.354167),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 3,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,767 (year 2035),  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: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100406,  Location: 1.2 MI N/O US-301 (Lat: 28.054139,  Lng: -82.351139),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 16,500 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,628 (year 2034),  Design Load: HS 20,  Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100407,  Location: I-75&SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.354167),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 51,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,353 (year 2035),  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: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  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: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100408,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.353611),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 51,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,353 (year 2035),  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: 1,  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: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100409,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055722,  Lng: -82.354639),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 16,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,628 (year 2035),  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: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 9 degrees,  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: Very good,  Superstructure: Very 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: Equal to present desirable 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 13,  Deck Structure Type: Concrete Cast-file-Place
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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: 3,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,767 (year 2035),  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: 1,  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 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100477,  Location: 2.9MI NORTH OF I-4 (Lat: 28.037222,  Lng: -82.349139),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 14.76m (48.43ft),  Average Daily Traffic: 61,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,835 (year 2035),  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: 3,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place
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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: 61,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,835 (year 2035),  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: 3,  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: Fair,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 13,  Other Special Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100481,  Location: 0.3MI NORTH OF SR-582 (Lat: 28.058056,  Lng: -82.354083),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 51,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,353 (year 2034),  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: 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100482,  Location: 0.3MI NORTH OF SR-582 (Lat: 28.058056,  Lng: -82.353611),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 51,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,353 (year 2034),  Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.569,  Lanes on structure: 3,  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: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100678,  Location: 0.6 MI W/O I-75 (Lat: 28.055000,  Lng: -82.363889),  Route carried "on" structure: State highway 582,  Year Built: 2014,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 54,500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,125 (year 2034),  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.318,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 24.4m (80.1ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Underwater Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 104143,  Location: 1.0MI E OF 56TH STREET (Lat: 28.032528,  Lng: -82.381833),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 12.91m (42.36ft),  Average Daily Traffic: 20,300 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,375 (year 2036),  Design Load: HS 20,  Features Intersected: HILLSBOROUGH RIVER,  Facility Carried by Structure: BULLARD PARKWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Underwater Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104144,  Location: 1.0MI E OF 56TH STREET (Lat: 28.032500,  Lng: -82.381944),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 12.91m (42.36ft),  Average Daily Traffic: 20,300 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,375 (year 2036),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Underwater Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100401,  Location: 0.5MI N OF SR-582 (Lat: 28.061417,  Lng: -82.353417),  Route carried "under" structure: City street 127,  Year Built: 1985,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 500 (year 2014),  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)

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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: 7.42m (24.34ft),  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 10%,  Features Intersected: SR-582 (FOWLER AVE),  Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 0.53m (1.74ft),  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)

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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: 7.42m (24.34ft),  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 10%,  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)

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Structure Number: 100405,  Location: 1.2MI NORTH OF US-301 (Lat: 28.054167,  Lng: -82.354167),  Route carried "under" structure: State highway 582,  Year Built: 1985,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 15,500 (year 2013),  Truck Traffic: 10%,  Features Intersected: SR-582 (FOWLER AVE.)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 10.359,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 100406,  Location: 1.2 MI N/O US-301 (Lat: 28.054139,  Lng: -82.351139),  Route carried "under" structure: State highway 582,  Year Built: 1985,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 15,500 (year 2014),  Truck Traffic: 10%,  Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 5.03m (16.50ft),  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)

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Structure Number: 100407,  Location: I-75&SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.354167),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 16,500 (year 2014),  Truck Traffic: 7%,  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: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 100408,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.353611),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 16,500 (year 2014),  Truck Traffic: 7%,  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: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 100409,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055722,  Lng: -82.354639),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 16,500 (year 2013),  Truck Traffic: 7%,  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: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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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: 4.52m (14.83ft),  Average Daily Traffic: 16,500 (year 2013),  Truck Traffic: 7%,  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: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 100477,  Location: 2.9MI NORTH OF I-4 (Lat: 28.037222,  Lng: -82.349139),  Route carried "under" structure: US 301,  Year Built: 1983,  Structure Length: 14.76m (48.43ft),  Average Daily Traffic: 16,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: US-301 (SR-45),  Facility Carried by Structure: I-75 (SR-93A) SB
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 4.688,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.7m (169.6ft)

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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: 15.38m (50.46ft),  Average Daily Traffic: 16,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: US-301 (SR-43),  Facility Carried by Structure: I-75 (SR-93A) NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 4.773,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.4m (175.2ft)

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