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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 240ft / 73mTotal length
  • 63,682Total average daily traffic
  • 9,578Total average daily truck traffic
  • 104,035Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Taylor Creek
  • No street view available for this location

New bridges in Taylor Creek, FL - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 61970-1979
  • 32000-2009
  • 22010-2018
Average Bridge Daily Traffic in Taylor Creek, FL
Average Bridge Truck Traffic in Taylor Creek, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 75.0%Good
  • 8.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 66.7%Good
  • 8.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.3%Excellent
  • 8.3%Very good
  • 75.0%Good
  • 8.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Very good
  • 75.0%Good
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Structure Number: 500142,  Location: SR10 East to SR12 (Lat: 30.583419,  Lng: -84.550261),  Route carried "on" structure: Ramp State highway 269,  Year Built: 2014,  Status: Open,  Structure Length: 37.86m (124.21ft),  Average Daily Traffic: 1,750 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,036 (year 2038),  Design Load: HL 93,  Features Intersected: Quincy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910054,  Location: 2.1MI EAST OF SR 78 (Lat: 27.210058,  Lng: -80.798325),  Route carried "on" structure: US 98,  Year Built: 1948,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 10,900 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,625 (year 2037),  Design Load: HS 20,  Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Navigation Control: Yes ( Vertical Clearance: 33.0m (108.3ft), Horizontal Clearance: 114.0m (374.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 15.8m (51.8ft),  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: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: May 2017,  Underwater Inspection Date: April 2017,  Other Special Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910057,  Location: 1.6MI W OF SE 86TH BLVD. (Lat: 27.193100,  Lng: -80.760422),  Route carried "on" structure: US 98,  Year Built: 1972,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,880 (year 2038),  Design Load: HS 20,  Features Intersected: NAVIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.649,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910065,  Location: 1.1MI SE OF SR-70 (Lat: 27.239958,  Lng: -80.786047),  Route carried "on" structure: State highway 710,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,962 (year 2038),  Design Load: HS 20,  Features Intersected: INTERCEPTOR CANAL L-63N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.736,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 135.0m (442.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910066,  Location: 1.7MI W OF SE 86TH BLVD (Lat: 27.193603,  Lng: -80.761492),  Route carried "on" structure: US 98,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,880 (year 2038),  Design Load: HS 20,  Features Intersected: NUBBINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.519,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910096,  Location: 1.5MI SE OF SR-70 (Lat: 27.236828,  Lng: -80.780928),  Route carried "on" structure: State highway 710,  Year Built: 2001,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 9,200 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,962 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MOSQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.372,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 910097,  Location: 4.7MI SE OF SR-70 (Lat: 27.204069,  Lng: -80.745500),  Route carried "on" structure: State highway 710,  Year Built: 2001,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 8,700 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,094 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NUBBIN SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.442,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 910801,  Location: 1000FT S OF US-98 (Lat: 27.207017,  Lng: -80.800219),  Route carried "on" structure: ServiceState lands road ,  Year Built: 2009,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 12 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 19 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: LAKE OKEECHOBEE RIM CANA,  Facility Carried by Structure: SE 27TH WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Superior 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: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 914013,  Location: 0.3 MI NORTH OF US-98 (Lat: 27.215097,  Lng: -80.793861),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,776 (year 2039),  Design Load: H 20,  Features Intersected: RELIEF CANAL,  Facility Carried by Structure: SE 34TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 914016,  Location: 200 FT WEST OF SR-710 (Lat: 27.192978,  Lng: -80.730308),  Route carried "on" structure: Alternate County highway 15A,  Year Built: 1971,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,593 (year 2039),  Design Load: HS 20,  Features Intersected: L-63S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.292,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 914017,  Location: 0.25 MI WEST OF SR-710 (Lat: 27.218000,  Lng: -80.768444),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 120 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 208 (year 2039),  Design Load: HS 20,  Features Intersected: L-63N CANAL,  Facility Carried by Structure: SE 59TH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 72.0m (236.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 914028,  Location: 100 FT. N OF 28TH ST (Lat: 27.218806,  Lng: -80.784611),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,400 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HL 93,  Features Intersected: RELIEF CANAL,  Facility Carried by Structure: SE 43RD AVE.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 109.0m (357.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 6.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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