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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 1,204ft / 367mTotal length
  • $599,000Total costs
  • 590,659Total average daily traffic
  • 84,411Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Titusville
  • No street view available for this location

New bridges in Titusville, FL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 231960-1969
  • 51970-1979
  • 11980-1989
  • 11990-1999
  • 32010-2019
Reconstructed bridges in Titusville, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
  • 42000-2009
Average Bridge Daily Traffic in Titusville, FL
Average Bridge Truck Traffic in Titusville, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Very good
  • 61.1%Good
  • 22.2%Satisfactory
  • 5.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.6%Very good
  • 72.2%Good
  • 5.6%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 55.6%Good
  • 11.1%Satisfactory
  • 16.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Very good
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 700002,  Location: SR-405 WB - FECRR (Lat: 28.527869,  Lng: -80.790875),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,099 (year 2042),  Design Load: HS 20,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.642,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700012,  Location: US-1 - FECRR (Lat: 28.619386,  Lng: -80.810697),  Route carried "on" structure: US 1,  Year Built: 1936,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 19,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,180 (year 2042),  Design Load: H 20,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700058,  Location: I-95 SB over SR-50 (Lat: 28.551692,  Lng: -80.851758),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HL 93,  Features Intersected: SR-50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.742,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700059,  Location: I-95 SB over SR-406 (Lat: 28.616272,  Lng: -80.851350),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HL 93,  Features Intersected: SR-406
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.892,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70009,  Location: 2.9 Mi East of SR-528 (Lat: 28.486722,  Lng: -80.848806),  Route carried "on" structure: State highway 407,  Year Built: 1973,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 6,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,706 (year 2042),  Design Load: HS 20,  Features Intersected: Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700091,  Location: 4.2MI NORTH OF SR-528 (Lat: 28.501606,  Lng: -80.838581),  Route carried "on" structure: State highway 407,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.91m (25.95ft),  Average Daily Traffic: 6,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,706 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.948,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $78,000,  Total Project Cost: $281,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700103,  Location: SR-405 EB - FECRR (Lat: 28.527672,  Lng: -80.790806),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,099 (year 2042),  Design Load: HS 20,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.642,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700116,  Location: SR-405 EB - US-1 (Lat: 28.527664,  Lng: -80.789442),  Route carried "on" structure: State highway 405,  Year Built: 1964,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 7,550 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,099 (year 2042),  Design Load: HS 20,  Features Intersected: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.774,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70013,  Location: Ranch Rd. - I-95 (Lat: 28.486525,  Lng: -80.826564),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 55 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 95 (year 2041),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Ranch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.2m (89.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700132,  Location: I-95 NB over SR-50 (Lat: 28.551839,  Lng: -80.851408),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HL 93,  Features Intersected: SR-50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.742,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700133,  Location: 0.25 Mi. West of SR-405 (Lat: 28.585550,  Lng: -80.851378),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,082 (year 2042),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Fox Lake Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700134,  Location: I-95 NB over SR-406 (Lat: 28.616417,  Lng: -80.851050),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HL 93,  Features Intersected: SR-406
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.892,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700135,  Location: Dairy Rd - I-95 (Lat: 28.637136,  Lng: -80.857783),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,369 (year 2042),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 700167,  Location: 0.7 Mi S of SR-50 (Lat: 28.550733,  Lng: -80.837003),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.059,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: December 2021,  Underwater Inspection Date: December 2021
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Structure Number: 700178,  Location: SR-50 1.0 Mi East of I-95 (Lat: 28.557797,  Lng: -80.832939),  Route carried "on" structure: State highway 50,  Year Built: 1980,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.319,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 700216,  Location: 2.2 Mi East of SR-528 (Lat: 28.475517,  Lng: -80.856456),  Route carried "on" structure: State highway 407,  Year Built: 1973,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,706 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Young Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.615,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: August 2020,  Underwater Inspection Date: August 2020
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Structure Number: 700227,  Location: SR-406 over Indian River (Lat: 28.620253,  Lng: -80.798769),  Route carried "on" structure: State highway 406,  Year Built: 2010,  Status: Open,  Structure Length: 97.81m (320.90ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,899 (year 2042),  Design Load: HL 93,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 67.4m (221.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 700229,  Location: I-95 over Addison Canal (Lat: 28.527778,  Lng: -80.851806),  Route carried "on" structure: Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 70,268 (year 2042),  Design Load: HL 93,  Features Intersected: Addison Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.085,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: 704048,  Location: 0.2 mile East of US-1 (Lat: 28.617889,  Lng: -80.802753),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1963,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 304 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 353 (year 2042),  Design Load: H 20,  Features Intersected: Indian River Relief,  Facility Carried by Structure: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.875,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  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,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 703001,  Location: KENNEDY SPACE CENTER (Lat: 28.527456,  Lng: -80.763842),  Route carried "on" structure: Federal lands road ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 91.23m (299.31ft),  Average Daily Traffic: 6,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,200 (year 2036),  Design Load: H 20,  Features Intersected: INDIAN RIVER,  Facility Carried by Structure: NASA CAUSEWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.834,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: NASA,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 55,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $160,000,  Total Project Cost: $159,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 703002,  Location: KENNEDY SPACE CENTER (Lat: 28.527294,  Lng: -80.763842),  Route carried "on" structure: Federal lands road ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 91.23m (299.31ft),  Average Daily Traffic: 6,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,200 (year 2036),  Design Load: H 20,  Features Intersected: INDIAN RIVER,  Facility Carried by Structure: NASA CAUSEWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.834,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: NASA,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 55,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $160,000,  Total Project Cost: $159,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700029,  Location: SR-405 WB Over US-1 (Lat: 28.527872,  Lng: -80.789506),  Route carried "under" structure: US 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: US-1
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 54.018,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 700058,  Location: I-95 SB over SR-50 (Lat: 28.551692,  Lng: -80.851758),  Route carried "under" structure: State highway 50,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-50,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.240,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 700059,  Location: I-95 SB over SR-406 (Lat: 28.616272,  Lng: -80.851350),  Route carried "under" structure: State highway 406,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-406,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.212,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 70009,  Location: 2.9 Mi East of SR-528 (Lat: 28.486722,  Lng: -80.848806),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9 (year 2012),  Truck Traffic: 5%,  Features Intersected: Kings Road,  Facility Carried by Structure: SR-407
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.069,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 700091,  Location: 4.2MI NORTH OF SR-528 (Lat: 28.501606,  Lng: -80.838581),  Route carried "under" structure: Interstate 95,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: SR-407
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 16.813,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 700116,  Location: SR-405 EB - US-1 (Lat: 28.527664,  Lng: -80.789442),  Route carried "under" structure: US 1,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: US-1,  Facility Carried by Structure: SR-405 EB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 54.055,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 70013,  Location: Ranch Rd. - I-95 (Lat: 28.486525,  Lng: -80.826564),  Route carried "under" structure: Interstate 95,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-95,  Facility Carried by Structure: Ranch Rd.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 14.763,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: 700132,  Location: I-95 NB over SR-50 (Lat: 28.551839,  Lng: -80.851408),  Route carried "under" structure: State highway 50,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-50,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.272,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 700133,  Location: 0.25 Mi. West of SR-405 (Lat: 28.585550,  Lng: -80.851378),  Route carried "under" structure: Interstate 95,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-95,  Facility Carried by Structure: Fox Lake Rd.
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 26.503,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 700134,  Location: I-95 NB over SR-406 (Lat: 28.616417,  Lng: -80.851050),  Route carried "under" structure: State highway 406,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-406,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.248,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 700135,  Location: Dairy Rd - I-95 (Lat: 28.637136,  Lng: -80.857783),  Route carried "under" structure: Interstate 95,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 35.752,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 709002,  Location: Dairy Rd Ped. Op. I-95 (Lat: 28.637028,  Lng: -80.857750),  Route carried "under" structure: Interstate 95,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd. Ped
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 32.327,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 709006,  Location: Titusville Trail - SR-406 (Lat: 28.615367,  Lng: -80.817017),  Route carried "under" structure: State highway 406,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR-406 (Garden St.),  Facility Carried by Structure: Titusville Trail
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 3.816,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 49.1m (161.1ft)

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