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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 29
Total length: 245 meters (804ft)
Total costs: $97,000
Total average daily traffic: 780,900
Total average daily truck traffic: 73,177
National Bridge Inventory (NBI) Registered Bridges for Temple Terrace
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New bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 3
  • 1970-1979: 0
  • 1980-1989: 23
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily 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: 37,500 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,063 (year 2032),  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 11,  Underwater Inspection Date: June 11
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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: 18,750 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,531 (year 2032),  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 11,  Underwater Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100268,  Location: 1.8 MILES NORTH OF US-92 (Lat: 28.024444,  Lng: -82.393333),  Route carried "on" structure: State highway 583,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 10.68m (35.04ft),  Average Daily Traffic: 18,750 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,531 (year 2032),  Design Load: H 15,  Features Intersected: HILLSBOROUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Underwater Inspection Date: June 11,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $97,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,625 (year 2031),  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 11,  Underwater Inspection Date: April 11,  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: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 582 (FOWLER AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.054,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  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: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 41.1 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: Better than 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 11,  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,  Status: Open,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-582/FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.054,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  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: 3,800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,593 (year 2032),  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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100406,  Location: 1.2MI NORTH OF US-301 (Lat: 28.054139,  Lng: -82.351139),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 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: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.4 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  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,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.244,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100408,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.353444),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.244,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100409,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055778,  Lng: -82.354583),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.716,  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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10041,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.354333),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,593 (year 2032),  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 11,  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: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: US-301 (SR-45)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.084,  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: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100478,  Location: 2.9MI NORTH OF I-4 (Lat: 28.037611,  Lng: -82.349056),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 15.38m (50.46ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: US-301 (SR-43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.155,  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: 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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10048,  Location: 0.3MI NORTH OF SR-582 (Lat: 28.058056,  Lng: -82.354278),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,593 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 62.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100481,  Location: 0.3MI NORTH OF SR-582 (Lat: 28.058000,  Lng: -82.354056),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 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: 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: November 11,  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,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 55,500 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,293 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.488,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  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: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

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: Equal to present minimum 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 11,  Deck Structure Type: Concrete Cast-file-Place
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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 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,375 (year 2032),  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 12,  Underwater Inspection Date: January 12,  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 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,375 (year 2032),  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 12,  Underwater Inspection Date: January 12,  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 "under" structure: State highway 582,  Year Built: 1985,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 14,700 (year 2011),  Truck Traffic: 10%,  Features Intersected: SR 582 (FOWLER AVE),  Facility Carried by Structure: I-75 SB (SR-93A)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.382,  Lanes on structure: 2,  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: 14,700 (year 2011),  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: 3,  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: 14,700 (year 2011),  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: 1.2MI NORTH OF 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: 14,700 (year 2011),  Truck Traffic: 10%,  Features Intersected: SR-582 (FOWLER AVE)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.646,  Lanes on structure: 1,  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: 17,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: RAMP I-75 NB TO SR-582WB
Minimum Vertical Clearance: 0.60m (1.97ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  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: -82.353444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.36m (17.59ft),  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: 28.055778,  Lng: -82.354583),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: I-75 NB TO SR582 WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.705,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 10041,  Location: I-75 & SR-582 INTERCHANGE (Lat: 28.055833,  Lng: -82.354333),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1985,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: RAMP I75 NB TO SR582 WB
Minimum Vertical Clearance: 5.88m (19.29ft),  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: 13,900 (year 2010),  Truck Traffic: 11%,  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: 28.037611,  Lng: -82.349056),  Route carried "under" structure: US 301,  Year Built: 1983,  Structure Length: 15.38m (50.46ft),  Average Daily Traffic: 13,900 (year 2011),  Truck Traffic: 11%,  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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