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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 85ft / 25.9mTotal length
  • 80,100Total average daily traffic
  • 7,130Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sugarmill Woods
  • No street view available for this location

New bridges in Sugarmill Woods, FL - historical statistics
  • New bridges - historical statistics
  • 22000-2009
  • 92020-2022
Average Bridge Daily Traffic in Sugarmill Woods, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 28.6%Excellent
  • 71.4%Very good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 28.6%Excellent
  • 57.1%Very good
  • 14.3%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.6%Excellent
  • 71.4%Very good
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Structure Number: 20051,  Location: 1.2 MI N/O US 98 (Lat: 28.705000,  Lng: -82.499833),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,500 (year 2041),  Design Load: HL 93,  Features Intersected: WILDLIFE CROSSING
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 31.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20052,  Location: 1.2 MI N/O US 98 (Lat: 28.705000,  Lng: -82.499528),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,500 (year 2041),  Design Load: HL 93,  Features Intersected: WILDLIFE CROSSING
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 31.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20053,  Location: 2.2 MI N/O US 98 (Lat: 28.720500,  Lng: -82.499972),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,500 (year 2041),  Design Load: HL 93,  Features Intersected: CR 480
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 33.732,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20054,  Location: 2.2 MI N/O US 98 (Lat: 28.720417,  Lng: -82.499639),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,500 (year 2041),  Design Load: HL 93,  Features Intersected: CR 480
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 33.732,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 80056,  Location: 10.2MI NORTH OF SR 50 (Lat: 28.670122,  Lng: -82.494606),  Route carried "on" structure: State highway 589,  Year Built: 2000,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,950 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,118 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LANDFILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.270,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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: 80057,  Location: 10.2 MI NORTH OF SR 50 (Lat: 28.670050,  Lng: -82.494903),  Route carried "on" structure: State highway 589,  Year Built: 2000,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,950 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,118 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LANDFILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.272,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 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,  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: 80061,  Location: 5.25 MI S/O CARDINAL ST (Lat: 28.687278,  Lng: -82.497917),  Route carried "on" structure: State highway 589,  Year Built: 2021,  Status: Not yet open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,500 (year 2041),  Design Load: HL 93,  Features Intersected: US 98
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 25.218,  Lanes on structure: 2,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20053,  Location: 2.2 MI N/O US 98 (Lat: 28.720500,  Lng: -82.499972),  Route carried "under" structure: County highway 480,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 6%,  Features Intersected: CR 480,  Facility Carried by Structure: SR 589 SB SCP 57.8
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 20054,  Location: 2.2 MI N/O US 98 (Lat: 28.720417,  Lng: -82.499639),  Route carried "under" structure: County highway 480,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 6%,  Features Intersected: CR 480,  Facility Carried by Structure: SR 589 NB SCP 57.8
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 8006,  Location: 5.25 MI S/O CARDINAL ST (Lat: 28.687472,  Lng: -82.498278),  Route carried "under" structure: US 98,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 98,  Facility Carried by Structure: SB SR 589 SCP 52.5
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 19.550,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 80061,  Location: 5.25 MI S/O CARDINAL ST (Lat: 28.687278,  Lng: -82.497917),  Route carried "under" structure: US 98,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 98,  Facility Carried by Structure: NB SR 589 SCP 52.5
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 19.470,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)

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