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Bridge Statistics for Cape Canaveral, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 213ft / 64.6mTotal length
  • $203,000Total costs
  • 199,720Total average daily traffic
  • 14,578Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cape Canaveral
  • No street view available for this location

New bridges in Cape Canaveral, FL - historical statistics
  • New bridges - historical statistics
  • 81960-1969
  • 81970-1979
  • 42000-2009
Reconstructed bridges in Cape Canaveral, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 21990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in Cape Canaveral, FL
Average Bridge Truck Traffic in Cape Canaveral, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 66.7%Good
  • 11.1%Satisfactory
  • 22.2%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 55.6%Good
  • 33.3%Satisfactory
  • 11.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 700014,  Location: SR-528 WB - US-1 & FECRR (Lat: 28.400403,  Lng: -80.752983),  Route carried "on" structure: State highway 528,  Year Built: 1963,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 9.89m (32.45ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HS 20,  Features Intersected: US-1 & FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.684,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700025,  Location: SR-528 WB - Sykes Creek (Lat: 28.405392,  Lng: -80.694242),  Route carried "on" structure: State highway 528,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Sykes Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.502,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: March 2020,  Underwater Inspection Date: March 2020
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Structure Number: 70003,  Location: SR-401 SB - Barge Canal (Lat: 28.409203,  Lng: -80.632244),  Route carried "on" structure: State highway 401,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 5,750 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,976 (year 2042),  Design Load: HS 20,  Features Intersected: Service Rd & Canal
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.120,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Open Grating
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Structure Number: 700031,  Location: SR-401 SB - Barge Canal (Lat: 28.409206,  Lng: -80.632472),  Route carried "on" structure: Ramp State highway 401,  Year Built: 1963,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 4,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: Service Rd & Canal
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.175,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Open Grating
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Structure Number: 700074,  Location: SR-528 WB - SR-401 (Lat: 28.405531,  Lng: -80.632122),  Route carried "on" structure: State highway 528,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: SR-401
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.577,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 700112,  Location: SR-528 EB - Sykes Creek (Lat: 28.405208,  Lng: -80.694236),  Route carried "on" structure: State highway 528,  Year Built: 1970,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Sykes Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.502,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 12.2m (40.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $39,000,  Total Project Cost: $203,000
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Structure Number: 700117,  Location: SR-401 NB - Barge Canal (Lat: 28.409217,  Lng: -80.631994),  Route carried "on" structure: State highway 401,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 5,750 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,976 (year 2042),  Design Load: HS 20,  Features Intersected: Service Rd & Canal
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.120,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Open Grating
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Structure Number: 700166,  Location: 1.8 Miles East of SR-401 (Lat: 28.392683,  Lng: -80.609028),  Route carried "on" structure: State highway A1A,  Year Built: 1960,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.980,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 70021,  Location: SR-A1A-George King Blvd. (Lat: 28.403611,  Lng: -80.618744),  Route carried "on" structure: State highway A1A,  Year Built: 2002,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: George King Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.496,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700211,  Location: SR-A1A-George King Blvd. (Lat: 28.403722,  Lng: -80.618611),  Route carried "on" structure: State highway A1A,  Year Built: 2002,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: George King Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.496,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700014,  Location: SR-528 WB - US-1 & FECRR (Lat: 28.400403,  Lng: -80.752983),  Route carried "under" structure: US 1,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: US-1 & FECRR,  Facility Carried by Structure: SR-528 WB
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 39.229,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 70003,  Location: SR-401 SB - Barge Canal (Lat: 28.409203,  Lng: -80.632244),  Route carried "under" structure: ServiceOther road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Features Intersected: Service Rd & Canal,  Facility Carried by Structure: SR-401 SB
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 700031,  Location: SR-401 SB - Barge Canal (Lat: 28.409206,  Lng: -80.632472),  Route carried "under" structure: ServiceOther road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Features Intersected: Service Rd & Canal,  Facility Carried by Structure: SR-401 SB
Minimum Vertical Clearance: 4.30m (14.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 700074,  Location: SR-528 WB - SR-401 (Lat: 28.405531,  Lng: -80.632122),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-401,  Facility Carried by Structure: SR-528 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.673,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 700074,  Location: SR-528 WB - SR-401 (Lat: 28.405531,  Lng: -80.632122),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-401,  Facility Carried by Structure: SR-528 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.262,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 700117,  Location: SR-401 NB - Barge Canal (Lat: 28.409217,  Lng: -80.631994),  Route carried "under" structure: ServiceOther road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 1%,  Features Intersected: Service Rd & Canal,  Facility Carried by Structure: SR-401 NB
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 70014,  Location: SR-528 EB - SR-401 (Lat: 28.405350,  Lng: -80.632128),  Route carried "under" structure: Ramp State highway SR-40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-401,  Facility Carried by Structure: SR-528 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.655,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 70014,  Location: SR-528 EB - SR-401 (Lat: 28.405350,  Lng: -80.632128),  Route carried "under" structure: Ramp State highway 401,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-401,  Facility Carried by Structure: SR-528 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 70021,  Location: SR-A1A-George King Blvd. (Lat: 28.403611,  Lng: -80.618744),  Route carried "under" structure: County highway A1A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 15%,  Features Intersected: George King Blvd.
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 700211,  Location: SR-A1A-George King Blvd. (Lat: 28.403722,  Lng: -80.618611),  Route carried "under" structure: County highway A1A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 15%,  Features Intersected: George King Blvd.
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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