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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 113m371ftTotal length
  • 394,390Total average daily traffic
  • 36,755Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lutz
  • No street view available for this location

New bridges - Historical Statistics

  • 11940-1949
  • 51960-1969
  • 31980-1989
  • 81990-1999
  • 12000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 100241,  Location: 900FT S OF VANDERVORT RD (Lat: 28.107556,  Lng: -82.430750),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,555 (year 2035),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: LIVINGSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.963,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100283,  Location: 4.9MI NORTH OF US-41 (Lat: 28.150722,  Lng: -82.407028),  Route carried "on" structure: Interstate 275,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 58,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 101,498 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CYPRESS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.031,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 14
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Structure Number: 100284,  Location: 5.1MI NORTH OF US-41 (Lat: 28.153806,  Lng: -82.405778),  Route carried "on" structure: Interstate 275,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 58,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 101,498 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.393,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171278,  Lng: -82.394528),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,680 (year 2031),  Design Load: HS 20,  Features Intersected: I-75 & I-275,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  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: 6,  Length of Maximum Span: 31.4m (103.0ft),  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: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100512,  Location: 0.5 MI W OF DALE MABRY (Lat: 28.134356,  Lng: -82.510389),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,849 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CALUSA TRACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.059,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100513,  Location: 0.5 MI W OF DALE MABRY (Lat: 28.134164,  Lng: -82.510422),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,849 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CALUSA TRACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.059,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100571,  Location: 1.2 MI W OF DALE MABRY (Lat: 28.132586,  Lng: -82.522356),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,849 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100572,  Location: 1.2 MI W OF DALE MABRY (Lat: 28.132328,  Lng: -82.522442),  Route carried "on" structure: Spur State highway 568,  Year Built: 1994,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,849 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.834,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 104201,  Location: 0.5 MI N OF SUNSET LN (Lat: 28.150778,  Lng: -82.442556),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,875 (year 2035),  Design Load: H 15,  Features Intersected: SHERRY'S BROOK,  Facility Carried by Structure: HANNA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104253,  Location: 0.2 MI EAST OF US-41 (Lat: 28.159833,  Lng: -82.457556),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 740 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 925 (year 2035),  Features Intersected: KELL CREEK,  Facility Carried by Structure: NEWBERGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 104607,  Location: 0.3Mi N ofLutz Lk.Fern Rd (Lat: 28.160275,  Lng: -82.495039),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 250 (year 2035),  Features Intersected: Sun Lake Canal,  Facility Carried by Structure: Sun Lake Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Underwater Inspection Date: August 13
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Structure Number: 100241,  Location: 900FT S OF VANDERVORT RD (Lat: 28.107556,  Lng: -82.430750),  Route carried "under" structure: Interstate 275,  Year Built: 1964,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 58,500 (year 2013),  Truck Traffic: 6%,  Features Intersected: I-275,  Facility Carried by Structure: LIVINGSTON AVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.616,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171278,  Lng: -82.394528),  Route carried "under" structure: Interstate 75,  Year Built: 1985,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 66,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I-75 & I-275,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 64.129,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 100492,  Location: 2.5MI W OF CR-581 (Lat: 28.171278,  Lng: -82.394528),  Route carried "under" structure: Interstate 275,  Year Built: 1985,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 29,250 (year 2013),  Truck Traffic: 6%,  Features Intersected: I-75 & I-275,  Facility Carried by Structure: COUNTYLINE ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 25.622,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 100512,  Location: 0.5 MI W OF DALE MABRY (Lat: 28.134356,  Lng: -82.510389),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: CALUSA TRACE BLVD,  Facility Carried by Structure: SR 568 SPUR WB 2.5
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 100513,  Location: 0.5 MI W OF DALE MABRY (Lat: 28.134164,  Lng: -82.510422),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: CALUSA TRACE BLVD,  Facility Carried by Structure: SR 568 SPUR EB 2.5
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 100571,  Location: 1.2 MI W OF DALE MABRY (Lat: 28.132586,  Lng: -82.522356),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: RANCH RD,  Facility Carried by Structure: SR 568 SPUR WB 1.8
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.285,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 100572,  Location: 1.2 MI W OF DALE MABRY (Lat: 28.132328,  Lng: -82.522442),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 5,100 (year 2013),  Truck Traffic: 10%,  Features Intersected: RANCH RD,  Facility Carried by Structure: SR 568 SPUR EB 1.8
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.828,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 100833,  Location: 2 MILES SOUTH OF SR-54 (Lat: 28.165556,  Lng: -82.395361),  Route carried "under" structure: Interstate 75,  Year Built: 2010,  Structure Length: 14.27m (46.82ft),  Average Daily Traffic: 66,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I-75
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 6.358,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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