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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 112ft / 34.2mTotal length
  • 614,265Total average daily traffic
  • 30,172Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pine Hills
  • No street view available for this location

New bridges in Pine Hills, FL - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 91970-1979
  • 31980-1989
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Pine Hills, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 83.3%Good
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 66.7%Good
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 83.3%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 25.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 104135,  Location: 0.2 MI SOUTH OF MLK BLVD (Lat: 27.978578,  Lng: -82.341592),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2042),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: CRAGMONT DRIVE
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: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Fair,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750103,  Location: SR-408 WB - Ortman Drive (Lat: 28.546194,  Lng: -81.430308),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HS 20,  Features Intersected: Ortman Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.314,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750231,  Location: SR-408 EB - Kirkman Rd. (Lat: 28.548892,  Lng: -81.457206),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 33,750 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,556 (year 2040),  Design Load: HS 20,  Features Intersected: Kirkman Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.615,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750232,  Location: SR-408 - Pine Hills Rd (Lat: 28.548297,  Lng: -81.447511),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 95,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 165,692 (year 2042),  Design Load: HS 20,  Features Intersected: Pine Hills Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.569,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750233,  Location: SR-408 EB - Ortman Drive (Lat: 28.545983,  Lng: -81.430317),  Route carried "on" structure: State highway 408,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 47,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 82,846 (year 2042),  Design Load: HS 20,  Features Intersected: Ortman Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.314,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750306,  Location: 200ft. E of SR-438 (Lat: 28.578008,  Lng: -81.434431),  Route carried "on" structure: Alternate State highway 416,  Year Built: 1986,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 15,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,546 (year 2042),  Design Load: HS 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 11.822,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 63.2 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021
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Structure Number: 750307,  Location: .7 Mi East of Silver Star (Lat: 28.577303,  Lng: -81.434447),  Route carried "on" structure: State highway 438,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.175,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 750395,  Location: Dorscher Rd - SR-408 (Lat: 28.549028,  Lng: -81.483583),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 4,713 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,448 (year 2042),  Design Load: HS 20,  Features Intersected: SR-408,  Facility Carried by Structure: Dorscher Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.123,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 66.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750488,  Location: 150 ft. South of SR-91 (Lat: 28.429442,  Lng: -81.404719),  Route carried "on" structure: US 500,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 64,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 111,040 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal,  Facility Carried by Structure: US-441
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.040,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.3m (102.7ft),  Skew: 10 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: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021
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Structure Number: 7501,  Location: SR-408 WB - Kirkman Rd. (Lat: 28.549019,  Lng: -81.457108),  Route carried "under" structure: State highway 435,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: Kirkman Road,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 11.047,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 750103,  Location: SR-408 WB - Ortman Drive (Lat: 28.546194,  Lng: -81.430308),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,226 (year 2020),  Truck Traffic: 10%,  Features Intersected: Ortman Drive,  Facility Carried by Structure: SR-408 WB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 750231,  Location: SR-408 EB - Kirkman Rd. (Lat: 28.548892,  Lng: -81.457206),  Route carried "under" structure: State highway 435,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: Kirkman Road,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 11.029,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 750232,  Location: SR-408 - Pine Hills Rd (Lat: 28.548297,  Lng: -81.447511),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2020),  Truck Traffic: 7%,  Features Intersected: Pine Hills Road,  Facility Carried by Structure: SR-408
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.697,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 750233,  Location: SR-408 EB - Ortman Drive (Lat: 28.545983,  Lng: -81.430317),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,226 (year 2021),  Truck Traffic: 5%,  Features Intersected: Ortman Drive,  Facility Carried by Structure: SR-408 EB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 750395,  Location: Dorscher Rd - SR-408 (Lat: 28.549028,  Lng: -81.483583),  Route carried "under" structure: State highway 408,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-408,  Facility Carried by Structure: Dorscher Road
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 5.662,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 759011,  Location: 0.4 MI E of Pine Hills Rd (Lat: 28.547967,  Lng: -81.440133),  Route carried "under" structure: State highway 408,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 95,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-408,  Facility Carried by Structure: Toll Plaza Bridge
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.334,  Lanes under structure: 14,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 25.9m (85.0ft)

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