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


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 1,155ft / 352mTotal length
  • 1,736,856Total average daily traffic
  • 107,512Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lake Worth
  • No street view available for this location

New bridges in Lake Worth, FL - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 11960-1969
  • 191970-1979
  • 31980-1989
  • 11990-1999
  • 92000-2009
Reconstructed bridges in Lake Worth, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 42000-2009
  • 22010-2019
Average Bridge Daily Traffic in Lake Worth, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Very good
  • 58.3%Good
  • 8.3%Satisfactory
  • 8.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 54.2%Good
  • 4.2%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.3%Very good
  • 87.5%Good
  • 4.2%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.7%Very good
  • 80.0%Good
  • 13.3%Fair
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Structure Number: 930073,  Location: .4mi. East of Congress (Lat: 26.617236,  Lng: -80.083569),  Route carried "on" structure: State highway 802,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 26,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,110 (year 2040),  Design Load: HS 20,  Features Intersected: Kellers Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.123,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 930104,  Location: Lake Ave / ICWW (Lat: 26.615400,  Lng: -80.041339),  Route carried "on" structure: State highway 802,  Year Built: 1973,  Status: Open,  Structure Length: 47.73m (156.59ft),  Average Daily Traffic: 5,950 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,323 (year 2042),  Design Load: H 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 15.895,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930107,  Location: 0.5MI. W OF I-95 (Lat: 26.628178,  Lng: -80.078414),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,340 (year 2042),  Design Load: HS 20,  Features Intersected: KELLER CANAL E-4,  Facility Carried by Structure: 10TH AVE. NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.441,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930259,  Location: Lake Worth (Lat: 26.636292,  Lng: -80.068389),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 181,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 314,035 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 17th Avenue North
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.703,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 61.6m (202.1ft),  Out-to-Out Width: 63.1m (207.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: High priority of corrective action,  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: 93026,  Location: 10th Ave over I 95 (Lat: 26.627861,  Lng: -80.067472),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: 10th Ave. North
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.076,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930261,  Location: 2 mi. North of Lantana Rd (Lat: 26.613958,  Lng: -80.068939),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 70.07m (229.89ft),  Average Daily Traffic: 90,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 157,018 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR802 Lake Worth Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.874,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.7 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930262,  Location: 2 mi. N of Lantana Rd (Lat: 26.613614,  Lng: -80.068550),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 70.01m (229.69ft),  Average Daily Traffic: 90,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 157,018 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 802 Lake Worth Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.874,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 930263,  Location: 10th Ave North over I 95 (Lat: 26.627875,  Lng: -80.068458),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR,  Facility Carried by Structure: 10th Ave North
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 930273,  Location: 1 mile North of SR 812 (Lat: 26.601667,  Lng: -80.068972),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 251,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 435,485 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 12th Avenue South
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.847,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.2m (213.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 65.2m (213.9ft),  Out-to-Out Width: 66.8m (219.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930318,  Location: Lake Ave. / ICWW (Lat: 26.615489,  Lng: -80.046161),  Route carried "on" structure: State highway 802,  Year Built: 1973,  Status: Open,  Structure Length: 47.73m (156.59ft),  Average Daily Traffic: 5,950 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,323 (year 2042),  Design Load: H 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.895,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930367,  Location: 0.5 Miles South of SR-882 (Lat: 26.644167,  Lng: -80.052406),  Route carried "on" structure: US 1,  Year Built: 1984,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HS 20,  Features Intersected: Palm Beach Canal C-51,  Facility Carried by Structure: SR-5/S. Olive Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.5m (11.5ft), Horizontal Clearance: 15.4m (50.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930373,  Location: .75 miles South of SR-882 (Lat: 26.644442,  Lng: -80.056169),  Route carried "on" structure: State highway 805,  Year Built: 1985,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HS 20,  Features Intersected: W.P.B. Canal (C-51)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.934,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Navigation Control: Yes ( Vertical Clearance: 1.6m (5.2ft), Horizontal Clearance: 11.3m (37.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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,  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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930458,  Location: 1.3mi South of 10th Ave N (Lat: 26.608917,  Lng: -80.068722),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 250,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 433,750 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 6th Avenue South
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.650,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930508,  Location: 0.6 mile South of SR 882 (Lat: 26.646042,  Lng: -80.068653),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 114,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 197,790 (year 2042),  Design Load: HS 20,  Features Intersected: C-51 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.757,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 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 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930509,  Location: 0.6 mile South of SR 882 (Lat: 26.645881,  Lng: -80.068294),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 114,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 197,790 (year 2042),  Design Load: HS 20,  Features Intersected: C-51 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.757,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 59.1 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 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 93051,  Location: NW Quad I-95/6th Ave S (Lat: 26.611353,  Lng: -80.069000),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 14.38m (47.18ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,952 (year 2042),  Design Load: HS 20,  Features Intersected: Lake Worth Util Outfall
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 930511,  Location: NE Quad I 95 6th Ave S (Lat: 26.611083,  Lng: -80.068361),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,952 (year 2042),  Design Load: HS 20,  Features Intersected: Lake Worth Util Outfall
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 934302,  Location: 0.6MI WEST OF I-95 (Lat: 26.609386,  Lng: -80.077531),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 10,516 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,145 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LK OSBORNE DR&CENTER DR,  Facility Carried by Structure: 6TH AVE SO. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934307,  Location: 0.6MI W OF I-95 (Lat: 26.609261,  Lng: -80.077569),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,447 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LK OSBORNE DR& CENTER DR,  Facility Carried by Structure: 6TH AVE SO. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934357,  Location: IN JOHN PRINCE PARK (Lat: 26.613331,  Lng: -80.081531),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 960 (year 2042),  Design Load: HS 20,  Features Intersected: KELLER CANAL,  Facility Carried by Structure: CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 934362,  Location: AT SR-7 & Hypoluco Rd (Lat: 26.570439,  Lng: -80.205406),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 864 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E-1 Canal,  Facility Carried by Structure: Hypoluxo Rd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 69.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934367,  Location: 1.2 Mi. East of Lyons Rd. (Lat: 26.572333,  Lng: -80.173056),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 12.51m (41.04ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,773 (year 2042),  Design Load: HL 93,  Features Intersected: FL TPK SR-91,  Facility Carried by Structure: Hypoluxo Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.468,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 93494,  Location: 0.5 MI WEST OF SR-809 (Lat: 26.498469,  Lng: -80.131144),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2042),  Features Intersected: LWDD E-3 CANAL,  Facility Carried by Structure: PIPER'S GLEN ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.518,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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: Meets minimum limits,  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: 93635,  Location: 0.2 MI W of I-95 (Lat: 26.636314,  Lng: -80.071997),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 3,240 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,205 (year 2042),  Design Load: HS 20,  Features Intersected: LWDD E-4 CANAL,  Facility Carried by Structure: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: 930259,  Location: Lake Worth (Lat: 26.636292,  Lng: -80.068389),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Features Intersected: 17th Avenue North,  Facility Carried by Structure: I 95 SR 9
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.8m (58.4ft)

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Structure Number: 93026,  Location: 10th Ave over I 95 (Lat: 26.627861,  Lng: -80.067472),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 228,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: 10th Ave. North
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 34.789,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 930261,  Location: 2 mi. North of Lantana Rd (Lat: 26.613958,  Lng: -80.068939),  Route carried "under" structure: State highway 802,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR802 Lake Worth Rd,  Facility Carried by Structure: I 95 SR 9 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 13.601,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 930262,  Location: 2 mi. N of Lantana Rd (Lat: 26.613614,  Lng: -80.068550),  Route carried "under" structure: State highway 802,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR 802 Lake Worth Rd,  Facility Carried by Structure: I 95 SR 9 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 13.631,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 930273,  Location: 1 mile North of SR 812 (Lat: 26.601667,  Lng: -80.068972),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: 12th Avenue South,  Facility Carried by Structure: I 95 SR 9
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 930458,  Location: 1.3mi South of 10th Ave N (Lat: 26.608917,  Lng: -80.068722),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: 6th Avenue South,  Facility Carried by Structure: I 95 SR 9
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 2.028,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 934302,  Location: 0.6MI WEST OF I-95 (Lat: 26.609386,  Lng: -80.077531),  Route carried "under" structure: County highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 2,290 (year 2020),  Truck Traffic: 2%,  Features Intersected: LK OSBORNE DR&CENTER DR,  Facility Carried by Structure: 6TH AVE SO. WB
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 934302,  Location: 0.6MI WEST OF I-95 (Lat: 26.609386,  Lng: -80.077531),  Route carried "under" structure: County highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: LK OSBORNE DR&CENTER DR,  Facility Carried by Structure: 6TH AVE SO. WB
Minimum Vertical Clearance: 3.54m (11.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 934307,  Location: 0.6MI W OF I-95 (Lat: 26.609261,  Lng: -80.077569),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,290 (year 2020),  Truck Traffic: 2%,  Features Intersected: LK OSBORNE DR& CENTER DR,  Facility Carried by Structure: 6TH AVE SO. EB
Minimum Vertical Clearance: 3.54m (11.61ft),  Kilometerpoint: 1.374,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 934307,  Location: 0.6MI W OF I-95 (Lat: 26.609261,  Lng: -80.077569),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: LK OSBORNE DR& CENTER DR,  Facility Carried by Structure: 6TH AVE SO. EB
Minimum Vertical Clearance: 3.57m (11.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 934367,  Location: 1.2 Mi. East of Lyons Rd. (Lat: 26.572333,  Lng: -80.173056),  Route carried "under" structure: State highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2020),  Truck Traffic: 11%,  Features Intersected: FL TPK SR-91,  Facility Carried by Structure: Hypoluxo Rd
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 27.063,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

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