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Bridge Statistics for Royal Palm Estates, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 161ft / 48.9mTotal length
  • 512,614Total average daily traffic
  • 33,621Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Royal Palm Estates
  • No street view available for this location

New bridges in Royal Palm Estates, FL - historical statistics
  • New bridges - historical statistics
  • 21980-1989
  • 11990-1999
  • 122000-2009
Average Bridge Daily Traffic in Royal Palm Estates, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 40.0%Very good
  • 60.0%Good
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 80.0%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 60.0%Very good
  • 40.0%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 33.3%Good
  • 33.3%Satisfactory
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Structure Number: 930439,  Location: Southern Blvd / E-3 Canal (Lat: 26.678000,  Lng: -80.128681),  Route carried "on" structure: US 98,  Year Built: 1988,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 37,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 65,063 (year 2042),  Design Load: HS 20,  Features Intersected: E-3 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.269,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Underwater Inspection Frequency: Every 20 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021
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Structure Number: 930457,  Location: 1.5 miles E of Jog Rd (Lat: 26.678306,  Lng: -80.120556),  Route carried "on" structure: US 98,  Year Built: 2005,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 57,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 99,762 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Haverhill Rd. & U Turns,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.923,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 54.6 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930459,  Location: SW quadrant PB Int Airprt (Lat: 26.678056,  Lng: -80.111944),  Route carried "on" structure: State highway 80,  Year Built: 2005,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 60,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 104,100 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 809 (Military Trail)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.739,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 54.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930525,  Location: East Tpk & West SR 809 (Lat: 26.678833,  Lng: -80.145222),  Route carried "on" structure: US 98,  Year Built: 2004,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 79,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 137,065 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Jog Rd. & Turn Arounds,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.451,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.6m (110.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 934223,  Location: 0.5 MI W OF HAVERHILL RD (Lat: 26.681478,  Lng: -80.128469),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 880 (year 2042),  Design Load: HS 20,  Features Intersected: LWDD E-3 CANAL,  Facility Carried by Structure: WALLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934273,  Location: AT SOUTHERN BLVD. (Lat: 26.678167,  Lng: -80.145197),  Route carried "on" structure: County highway ,  Year Built: 1993,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 36,794 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,283 (year 2042),  Design Load: HL 93,  Features Intersected: SFWMD C-51 CANAL,  Facility Carried by Structure: JOG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.734,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 43.2m (141.7ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.9 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,  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 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930457,  Location: 1.5 miles E of Jog Rd (Lat: 26.678306,  Lng: -80.120556),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2004),  Truck Traffic: 5%,  Features Intersected: Haverhill Rd. & U Turns,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930457,  Location: 1.5 miles E of Jog Rd (Lat: 26.678306,  Lng: -80.120556),  Route carried "under" structure: Ramp US 98,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 1%,  Features Intersected: Haverhill Rd. & U Turns,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930457,  Location: 1.5 miles E of Jog Rd (Lat: 26.678306,  Lng: -80.120556),  Route carried "under" structure: Ramp US 98,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 1%,  Features Intersected: Haverhill Rd. & U Turns,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.80m (19.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930459,  Location: SW quadrant PB Int Airprt (Lat: 26.678056,  Lng: -80.111944),  Route carried "under" structure: Ramp US 98,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 1%,  Features Intersected: SR 809 (Military Trail),  Facility Carried by Structure: SR 80-Southern Bvd
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930459,  Location: SW quadrant PB Int Airprt (Lat: 26.678056,  Lng: -80.111944),  Route carried "under" structure: Ramp US 98,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR 809 (Military Trail),  Facility Carried by Structure: SR 80-Southern Bvd
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.026,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930459,  Location: SW quadrant PB Int Airprt (Lat: 26.678056,  Lng: -80.111944),  Route carried "under" structure: State highway 809,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR 809 (Military Trail),  Facility Carried by Structure: SR 80-Southern Bvd
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.026,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 930525,  Location: East Tpk & West SR 809 (Lat: 26.678833,  Lng: -80.145222),  Route carried "under" structure: County highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: Jog Rd. & Turn Arounds,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 930525,  Location: East Tpk & West SR 809 (Lat: 26.678833,  Lng: -80.145222),  Route carried "under" structure: Ramp US 98,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 79,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: Jog Rd. & Turn Arounds,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 24.584,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 930525,  Location: East Tpk & West SR 809 (Lat: 26.678833,  Lng: -80.145222),  Route carried "under" structure: Ramp US 98,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 79,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: Jog Rd. & Turn Arounds,  Facility Carried by Structure: SR 80/Southern Bvd
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 24.462,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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