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

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Structure Number: 700002,  Location: SR-405 WB - FECRR (Lat: 28.527700,  Lng: -80.790950),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 8,550 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,834 (year 2028),  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: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 28.621111,  Lng: -80.810833),  Route carried "on" structure: US 5,  Year Built: 1936,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2028),  Design Load: H 15,  Features Intersected: FECRR,  Facility Carried by Structure: US-1
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: 16.9m (55.4ft),  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: 16.7m (54.8ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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 - US-1 (Lat: 28.530000,  Lng: -80.790000),  Route carried "on" structure: State highway 405,  Year Built: 1964,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 8,550 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,834 (year 2028),  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: 3,  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: 12.1m (39.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700057,  Location: I-95 SB - Addison Canal (Lat: 28.526667,  Lng: -80.853333),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 22,000 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,170 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Addison Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.081,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700058,  Location: I-95 SB - SR-50 (Lat: 28.551667,  Lng: -80.851667),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 21,000 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,435 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.742,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700059,  Location: I-95 SB - SR-406 (Lat: 28.616472,  Lng: -80.851306),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,098 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-406
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700103,  Location: SR-405 EB - FECRR (Lat: 28.644167,  Lng: -80.790833),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 8,550 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,834 (year 2028),  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: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 28.530000,  Lng: -80.790000),  Route carried "on" structure: State highway 405,  Year Built: 1964,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 8,550 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,834 (year 2028),  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: 3,  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: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700131,  Location: I-95 NB - Addison Canal (Lat: 28.526667,  Lng: -80.853333),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 22,000 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 38,170 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Addison Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.081,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700132,  Location: I-95 NB - SR-50 (Lat: 28.551833,  Lng: -80.851472),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 21,000 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,435 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.742,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700133,  Location: Fox Lake Rd. - I-95 (Lat: 28.585000,  Lng: -80.851667),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,500 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,875 (year 2025),  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: 4,  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: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700134,  Location: I-95 NB - SR-406 (Lat: 28.616889,  Lng: -80.851000),  Route carried "on" structure: Interstate 9,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,098 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-406
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700135,  Location: Dairy Rd - I-95 (Lat: 28.641667,  Lng: -80.860000),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 5,400 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,369 (year 2027),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Lanes under structure: 4,  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 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700167,  Location: 0.7 Mi S of SR-50 (Lat: 28.550700,  Lng: -80.837300),  Route carried "on" structure: State highway 405,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,300 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,016 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.059,  Lanes on structure: 4,  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: Good,  Culverts: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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,  Inspection Date: January 2008

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Structure Number: 700178,  Location: 1.0 Mile East of I-95 (Lat: 28.557778,  Lng: -80.832778),  Route carried "on" structure: State highway 50,  Year Built: 1980,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,905 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.272,  Lanes on structure: 4,  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: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: 700216,  Location: 2.1 Miles west of I-95 (Lat: 28.475556,  Lng: -80.855000),  Route carried "on" structure: State highway 407,  Year Built: 1973,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 7,201 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,494 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.629,  Lanes on structure: 2,  Owner: 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: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 69.3 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 704048,  Location: 0.2 mile East of US-1 (Lat: 28.616667,  Lng: -80.816667),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 304 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 353 (year 2024),  Design Load: H 20,  Features Intersected: Indian River Relief,  Facility Carried by Structure: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.095,  Lanes on structure: 1,  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: 1.9m (6.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704049,  Location: 0.5 Mile East of US-1 (Lat: 28.618333,  Lng: -80.800278),  Route carried "on" structure: County highway 402,  Year Built: 1949,  Status: Posted for load,  Structure Length: 54.03m (177.26ft),  Average Daily Traffic: 5,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,890 (year 2028),  Design Load: H 20,  Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.875,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 43,  Length of Maximum Span: 67.6m (221.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 60.96m (200.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: April 2006,  Critical Feature Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $12,617,000,  Roadway Improvement Cost: $1,262,000,  Total Project Cost: $18,926,000,  Deck Structure Type: Open Grating

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Structure Number: 704125,  Location: 0.2 mile E of US-1 (Lat: 28.616667,  Lng: -80.816667),  Route carried "on" structure: County highway 402,  Year Built: 1948,  Status: Posted for load,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,847 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,943 (year 2025),  Design Load: HS 20,  Features Intersected: Indian River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.542,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Other Special Inspection Date: April 2007,  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 - US-1 (Lat: 28.530000,  Lng: -80.790000),  Route carried "under" structure: US 5,  Year Built: 1964,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 5%,  Features Intersected: US-1
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 54.018,  Lanes on structure: 3,  Lanes under structure: 3,  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 - SR-50 (Lat: 28.551667,  Lng: -80.851667),  Route carried "under" structure: State highway 50,  Year Built: 1965,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 29,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-50,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.824,  Lanes on structure: 2,  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 - SR-406 (Lat: 28.616472,  Lng: -80.851306),  Route carried "under" structure: State highway 406,  Year Built: 1965,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 15,300 (year 2006),  Truck Traffic: 6%,  Features Intersected: SR-406,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.212,  Lanes on structure: 2,  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: 700116,  Location: SR-405 EB - US-1 (Lat: 28.530000,  Lng: -80.790000),  Route carried "under" structure: US 1,  Year Built: 1964,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 5%,  Features Intersected: US-1,  Facility Carried by Structure: SR-405
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 54.055,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 700132,  Location: I-95 NB - SR-50 (Lat: 28.551833,  Lng: -80.851472),  Route carried "under" structure: State highway 50,  Year Built: 1965,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 29,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-50,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 8.272,  Lanes on structure: 2,  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: Fox Lake Rd. - I-95 (Lat: 28.585000,  Lng: -80.851667),  Route carried "under" structure: Interstate 9,  Year Built: 1965,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 42,000 (year 2006),  Truck Traffic: 17%,  Features Intersected: I-95,  Facility Carried by Structure: Fox Lake Rd.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 26.503,  Lanes on structure: 2,  Lanes under structure: 4,  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 - SR-406 (Lat: 28.616889,  Lng: -80.851000),  Route carried "under" structure: State highway 406,  Year Built: 1965,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 15,300 (year 2006),  Truck Traffic: 6%,  Features Intersected: SR-406,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  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: 28.641667,  Lng: -80.860000),  Route carried "under" structure: Interstate 9,  Year Built: 1965,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 37,000 (year 2006),  Truck Traffic: 18%,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 32.332,  Lanes on structure: 2,  Lanes under structure: 4,  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: 28.640000,  Lng: -80.860000),  Route carried "under" structure: Interstate 9,  Year Built: 1991,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 31,500 (year 2005),  Truck Traffic: 18%,  Features Intersected: I-95,  Facility Carried by Structure: Dairy Rd. Ped
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 32.327,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.2m (72.8ft)