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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 121ft / 36.9mTotal length
  • $112,000Total costs
  • 662,800Total average daily traffic
  • 98,893Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oakland
  • No street view available for this location

New bridges in Oakland, FL - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 61960-1969
  • 41990-1999
  • 42000-2009
Reconstructed bridges in Oakland, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 12000-2009
  • 22010-2019
Average Bridge Daily Traffic in Oakland, FL
Average Bridge Truck Traffic in Oakland, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 71.4%Good
  • 14.3%Satisfactory
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Structure Number: 750188,  Location: 1 MI N OF SR 50 INT (Lat: 28.553031,  Lng: -81.653728),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 30,550 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 53,004 (year 2042),  Design Load: H 20,  Features Intersected: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.722,  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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750282,  Location: 1 MI N OF SR 50 INT (Lat: 28.553211,  Lng: -81.653756),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 30,550 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 53,004 (year 2042),  Design Load: H 20,  Features Intersected: JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.730,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750404,  Location: 1.2 MI N of CR 545 (Lat: 28.548936,  Lng: -81.638644),  Route carried "on" structure: State highway 91,  Year Built: 1992,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: HL 93,  Features Intersected: SR 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.158,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750405,  Location: 1.2 MI N of CR 545 (Lat: 28.549119,  Lng: -81.638461),  Route carried "on" structure: State highway 91,  Year Built: 1992,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: HL 93,  Features Intersected: SR 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.141,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750606,  Location: 1.4 miles S OF SR 438 (Lat: 28.551406,  Lng: -81.559067),  Route carried "on" structure: Ramp State highway 429,  Year Built: 2001,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: SR 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.5m (175.5ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 754135,  Location: .15mi. South of SR-50 (Lat: 28.548314,  Lng: -81.627817),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,602 (year 2042),  Design Load: HL 93,  Features Intersected: SR-91 Turnpike,  Facility Carried by Structure: 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 86018,  Location: 0.6 MI NORTH OF SR-816 (Lat: 26.172831,  Lng: -80.219939),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 121,800 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 211,323 (year 2042),  Design Load: HS 20,  Features Intersected: MID RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.718,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $112,000,  Total Project Cost: $112,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 750188,  Location: 1 MI N OF SR 50 INT (Lat: 28.553031,  Lng: -81.653728),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,550 (year 2020),  Truck Traffic: 21%,  Features Intersected: JONES RD,  Facility Carried by Structure: SR 91 TPK SB 274.1
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 750282,  Location: 1 MI N OF SR 50 INT (Lat: 28.553211,  Lng: -81.653756),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,550 (year 2020),  Truck Traffic: 21%,  Features Intersected: JONES RD,  Facility Carried by Structure: SR 91 TPK NB 274.1
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 750404,  Location: 1.2 MI N of CR 545 (Lat: 28.548936,  Lng: -81.638644),  Route carried "under" structure: State highway 50,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 54,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 50,  Facility Carried by Structure: SR 91 TPK SB 273.2
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.912,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 750405,  Location: 1.2 MI N of CR 545 (Lat: 28.549119,  Lng: -81.638461),  Route carried "under" structure: State highway 50,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 54,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 50,  Facility Carried by Structure: SR 91 TPK NB 273.2
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 1.941,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 750606,  Location: 1.4 miles S OF SR 438 (Lat: 28.551406,  Lng: -81.559067),  Route carried "under" structure: State highway 50,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 51,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 50,  Facility Carried by Structure: SR429 SB RMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.733,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.5m (175.5ft)

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Structure Number: 7541,  Location: SR-91 - 0.5 Mi N of SR-50 (Lat: 28.551111,  Lng: -81.646389),  Route carried "under" structure: Interstate 91,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 66,600 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR-91 Pedestrian Overpas,  Facility Carried by Structure: West Orange Trail
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 38.940,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 7541,  Location: SR-91 - 0.5 Mi N of SR-50 (Lat: 28.551111,  Lng: -81.646389),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR-91 Pedestrian Overpas,  Facility Carried by Structure: West Orange Trail
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.782,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 754135,  Location: .15mi. South of SR-50 (Lat: 28.548314,  Lng: -81.627817),  Route carried "under" structure: State highway 91,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 84,400 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR-91 Turnpike,  Facility Carried by Structure: 4th Street
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 37.132,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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