Bridge Statistics for Merritt Island, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 70011,  Location: 0.1 MILE W OF CR-78A (Lat: 26.747222,  Lng: -81.513019),  Route carried "on" structure: County highway 78,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 2,580 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,096 (year 2041),  Design Load: H 15,  Features Intersected: JACKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700017,  Location: SR-528 WB over SR-3 (Lat: 28.405369,  Lng: -80.705781),  Route carried "on" structure: State highway 528,  Year Built: 1971,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: SR-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.364,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700026,  Location: 2.55 Miles East of SR-3 (Lat: 28.405214,  Lng: -80.663622),  Route carried "on" structure: State highway 528,  Year Built: 1963,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Banana River Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.497,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $33,000,  Total Project Cost: $203,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700027,  Location: 2.85 Miles East of SR-3 (Lat: 28.405222,  Lng: -80.658469),  Route carried "on" structure: State highway 528,  Year Built: 1963,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Banana River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.984,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $60,000,  Total Project Cost: $752,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700028,  Location: 0.7MI W OF SR-401 (Lat: 28.405256,  Lng: -80.646183),  Route carried "on" structure: State highway 528,  Year Built: 1963,  Status: Open,  Structure Length: 33.98m (111.48ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Banana River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.058,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 11.1m (36.4ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.92m (111.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $239,000,  Total Project Cost: $752,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700072,  Location: SR-3 SB over Barge Canal (Lat: 28.407714,  Lng: -80.705983),  Route carried "on" structure: State highway 3,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 14,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: H 20,  Features Intersected: Barge Canal
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 5.626,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), 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: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 9.08m (29.79ft),  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 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $605,000,  Total Project Cost: $740,000,  Deck Structure Type: Open Grating

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Structure Number: 700077,  Location: SR-404 WB - Indian River (Lat: 28.206442,  Lng: -80.650197),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 69.56m (228.22ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.99m (213.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $568,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700078,  Location: SR-404 WB-Indian River (Lat: 28.207350,  Lng: -80.643836),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River Relief East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.786,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $43,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700079,  Location: SR-404 WB over CR-3 (Lat: 28.208211,  Lng: -80.638258),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: CR-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.344,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $45,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70008,  Location: SR-404 WB-Banana River (Lat: 28.209136,  Lng: -80.633981),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,978 (year 2042),  Design Load: HS 20,  Features Intersected: Banana River Relief West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $75,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70011,  Location: SR-528 WB - Indian River (Lat: 28.402222,  Lng: -80.738056),  Route carried "on" structure: State highway 528,  Year Built: 1970,  Status: Open,  Structure Length: 70.20m (230.31ft),  Average Daily Traffic: 21,579 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,439 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.179,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: 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: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700111,  Location: SR-528 EB over SR-3 (Lat: 28.405194,  Lng: -80.705764),  Route carried "on" structure: State highway 528,  Year Built: 1970,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: SR-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.364,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700113,  Location: 2.55 Miles East of SR-3 (Lat: 28.405036,  Lng: -80.663636),  Route carried "on" structure: State highway 528,  Year Built: 1970,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: Banana River Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.497,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700114,  Location: 2.85 Miles East of SR-3 (Lat: 28.405061,  Lng: -80.658453),  Route carried "on" structure: State highway 528,  Year Built: 1970,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Banana River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.984,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $60,000,  Total Project Cost: $752,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700115,  Location: 1.0MI E OF BANANA RIV DR (Lat: 28.405078,  Lng: -80.646181),  Route carried "on" structure: State highway 528,  Year Built: 1971,  Status: Open,  Structure Length: 34.08m (111.81ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: Banana River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.058,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.08m (111.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $240,000,  Total Project Cost: $752,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700143,  Location: SR-404 EB - Indian River (Lat: 28.206267,  Lng: -80.650108),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 69.56m (228.22ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.98m (213.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $568,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700144,  Location: SR-404 EB -Indian Riv Rel (Lat: 28.207167,  Lng: -80.643786),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River Relief East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.786,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $43,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700145,  Location: SR-404 EB over CR-3 (Lat: 28.208042,  Lng: -80.638144),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: CR-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.344,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $45,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700146,  Location: SR-404 EB-Banana Riv Rel (Lat: 28.208956,  Lng: -80.633892),  Route carried "on" structure: State highway 404,  Year Built: 1971,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,978 (year 2042),  Design Load: HS 20,  Features Intersected: Banana River Relief West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 33.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $75,000,  Total Project Cost: $2,725,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700192,  Location: SR-520 - Banana River (Lat: 28.357858,  Lng: -80.615106),  Route carried "on" structure: State highway 520,  Year Built: 1994,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,170 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Banana River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.532,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 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,  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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700193,  Location: SR-520 - Sykes Creek (Lat: 28.357231,  Lng: -80.679728),  Route carried "on" structure: State highway 520,  Year Built: 1995,  Status: Open,  Structure Length: 12.18m (39.96ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Sykes Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.171,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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: 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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700196,  Location: SR-520 - Indian R. Rel. (Lat: 28.356617,  Lng: -80.709600),  Route carried "on" structure: State highway 520,  Year Built: 1993,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 72,870 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River Relief East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.266,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $118,000,  Total Project Cost: $1,611,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700201,  Location: SR-3 NB over Barge Canal (Lat: 28.407728,  Lng: -80.705800),  Route carried "on" structure: State highway 3,  Year Built: 1997,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 14,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20,  Features Intersected: Barge Canal
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 5.626,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 27.3m (89.6ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 700208,  Location: SR-520 - Banana River (Lat: 28.357444,  Lng: -80.660150),  Route carried "on" structure: State highway 520,  Year Built: 2003,  Status: Open,  Structure Length: 6.47m (21.23ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Banana River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.111,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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: 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 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700218,  Location: 0.7 Mile N of SR-528 (Lat: 28.416667,  Lng: -80.632219),  Route carried "on" structure: Ramp Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 6,892 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,958 (year 2035),  Design Load: HS 20,  Features Intersected: SR-401,  Facility Carried by Structure: Overpass Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700221,  Location: SR-528 EB - Indian River (Lat: 28.402556,  Lng: -80.734722),  Route carried "on" structure: State highway 528,  Year Built: 2006,  Status: Open,  Structure Length: 116.89m (383.50ft),  Average Daily Traffic: 21,579 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,439 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.897,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: 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: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 704011,  Location: .8 Mile North of SR-520 (Lat: 28.368378,  Lng: -80.682086),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,432 (year 2042),  Design Load: HS 20,  Features Intersected: Sykes Creek,  Facility Carried by Structure: Sykes Creek Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.7m (15.4ft), Horizontal Clearance: 13.1m (43.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.8 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704013,  Location: 0.4 mile East of SR-3 (Lat: 28.369144,  Lng: -80.693078),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,227 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,419 (year 2042),  Design Load: H 20,  Features Intersected: Sykes Creek,  Facility Carried by Structure: Richland Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704016,  Location: 0.1 mi W of Banana Rvr Dr (Lat: 28.393906,  Lng: -80.670053),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 607 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 704 (year 2042),  Design Load: HS 15,  Features Intersected: Nav. Banana River Canal,  Facility Carried by Structure: Girard Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704144,  Location: 1.9mi W of N Banana Ri Dr (Lat: 28.405744,  Lng: -80.694219),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Closed,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 1,202 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,390 (year 2034),  Design Load: HS 20,  Features Intersected: Sykes Creek,  Facility Carried by Structure: Sea Ray Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Imminent failure,  Channel: Imminent failure,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 5 months,  Inspection Date: Febuary 2016,  Underwater Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700017,  Location: SR-528 WB over SR-3 (Lat: 28.405369,  Lng: -80.705781),  Route carried "under" structure: State highway 3,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-3,  Facility Carried by Structure: SR-528
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 5.383,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 700026,  Location: 2.55 Miles East of SR-3 (Lat: 28.405214,  Lng: -80.663622),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 5%,  Features Intersected: Banana River Drive,  Facility Carried by Structure: SR-528 WB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 700079,  Location: SR-404 WB over CR-3 (Lat: 28.208211,  Lng: -80.638258),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 2%,  Features Intersected: CR-3,  Facility Carried by Structure: SR-404 WB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 9.484,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 700111,  Location: SR-528 EB over SR-3 (Lat: 28.405194,  Lng: -80.705764),  Route carried "under" structure: State highway 3,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-3,  Facility Carried by Structure: SR-528 EB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 5.403,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 700113,  Location: 2.55 Miles East of SR-3 (Lat: 28.405036,  Lng: -80.663636),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 5%,  Features Intersected: Banana River Drive,  Facility Carried by Structure: SR-528
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 700145,  Location: SR-404 EB over CR-3 (Lat: 28.208042,  Lng: -80.638144),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 2%,  Features Intersected: CR-3,  Facility Carried by Structure: SR-404 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.505,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 700218,  Location: 0.7 Mile N of SR-528 (Lat: 28.416667,  Lng: -80.632219),  Route carried "under" structure: State highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 16%,  Features Intersected: SR-401,  Facility Carried by Structure: Overpass Ramp
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.016,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.5m (205.1ft)

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Structure Number: 700218,  Location: 0.7 Mile N of SR-528 (Lat: 28.416667,  Lng: -80.632219),  Route carried "under" structure: ServiceOther road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2021),  Features Intersected: SR-401,  Facility Carried by Structure: Overpass Ramp
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.5m (205.1ft)