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

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Structure Number: 790067,  Location: I-95 SB - Spruce Creek (Lat: 29.086667,  Lng: -81.021667),  Route carried "on" structure: Interstate 9,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 20,178 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 35,009 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Spruce Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: 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: 23,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Bridge Improvement Cost: $32,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790068,  Location: I-95 NB - Spruce Creek (Lat: 29.086667,  Lng: -81.021667),  Route carried "on" structure: Interstate 9,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 20,178 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 35,009 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Spruce Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.449,  Lanes on structure: 2,  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: 22,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Bridge Improvement Cost: $32,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790069,  Location: I-95 SB - SR-421 (Lat: 29.101667,  Lng: -81.030000),  Route carried "on" structure: Interstate 9,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 24,750 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,941 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.474,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.6 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79007,  Location: I-95 NB - SR-421 (Lat: 29.101667,  Lng: -81.030000),  Route carried "on" structure: Interstate 9,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 24,750 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,941 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.474,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790136,  Location: 400ft N of SCLRR on SR-5A (Lat: 29.115278,  Lng: -80.987500),  Route carried "on" structure: Alternate State highway 5A,  Year Built: 1948,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 17,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,189 (year 2028),  Design Load: H 15,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 790147,  Location: A1A-Port Orange Relief (Lat: 29.144167,  Lng: -80.983889),  Route carried "on" structure: State highway A1A,  Year Built: 1990,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 29,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,315 (year 2028),  Design Load: HS 20,  Features Intersected: Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 22.86m (75.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $70,000,  Total Project Cost: $159,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790148,  Location: SR-A1A over Halifax River (Lat: 29.146667,  Lng: -80.973333),  Route carried "on" structure: Alternate State highway A1A,  Year Built: 1990,  Status: Open,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 29,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,315 (year 2028),  Design Load: HS 20,  Features Intersected: IWW Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.0m (88.6ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 60.96m (200.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $265,000,  Total Project Cost: $331,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 790155,  Location: US-1 SB - Spruce Creek (Lat: 29.085000,  Lng: -80.966667),  Route carried "on" structure: US 5,  Year Built: 2000,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.643,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790156,  Location: US-1 NB - Spruce Creek (Lat: 29.086111,  Lng: -80.968333),  Route carried "on" structure: US 5,  Year Built: 2001,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.643,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater 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: 790157,  Location: US-1SB - Spruce Cr. S. (Lat: 29.083889,  Lng: -80.966944),  Route carried "on" structure: US 5,  Year Built: 2000,  Status: Open,  Structure Length: 8.48m (27.82ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek S. Relief,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.353,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater 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: 790158,  Location: US-1 NB - Spruce Cr. S. (Lat: 29.083611,  Lng: -80.966389),  Route carried "on" structure: US 5,  Year Built: 2001,  Status: Open,  Structure Length: 8.48m (27.82ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek S. Relief,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.353,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater 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: 790159,  Location: US-1 SB-Spruce Creek (Lat: 29.086667,  Lng: -80.968333),  Route carried "on" structure: US 5,  Year Built: 2000,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek N Relief,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.955,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater 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: 79016,  Location: US-1 NB - Spruce Creek (Lat: 29.088333,  Lng: -80.969167),  Route carried "on" structure: US 5,  Year Built: 2001,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 14,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2028),  Design Load: HS 20,  Features Intersected: Spruce Creek N. Relief,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.955,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Underwater 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: 790161,  Location: US-1 SB over Rose Bay (Lat: 29.086667,  Lng: -80.973333),  Route carried "on" structure: US 5,  Year Built: 2001,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 11,750 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,386 (year 2028),  Design Load: HS 20,  Features Intersected: Rose Bay,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.561,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790162,  Location: US-1 NB over Rose Bay (Lat: 29.102500,  Lng: -80.971111),  Route carried "on" structure: US 5,  Year Built: 2000,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 11,750 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,386 (year 2028),  Design Load: HS 25,  Features Intersected: Rose Bay,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.561,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790173,  Location: 0.75 mi. E. of I-95 (Lat: 29.113056,  Lng: -81.024722),  Route carried "on" structure: State highway 421,  Year Built: 1995,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,593 (year 2028),  Design Load: HS 20,  Features Intersected: Sweetwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.310,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 79401,  Location: 0.2 miles East of SR-421 (Lat: 29.106667,  Lng: -81.023333),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,758 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,597 (year 2024),  Design Load: HS 20,  Features Intersected: Sweetwater Branch,  Facility Carried by Structure: Taylor Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 794095,  Location: S. Williamson BI-I-95 (Lat: 29.122778,  Lng: -81.049417),  Route carried "on" structure: County highway 4009,  Year Built: 1994,  Status: Open,  Structure Length: 9.06m (29.72ft),  Average Daily Traffic: 4,974 (year 2002),  Average Future Daily Traffic: 6,019 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: I-95,  Facility Carried by Structure: S Williamson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.663,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 794122,  Location: 0.2 mile East of US-1 (Lat: 29.109111,  Lng: -80.971833),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 605 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,050 (year 2024),  Design Load: HS 20,  Features Intersected: Rose Bay Canal,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.171,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 794188,  Location: 0.6 mi E of Williamson Bv (Lat: 29.142500,  Lng: -81.045278),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 242 (year 2027),  Design Load: HS 20,  Features Intersected: B19 Canal,  Facility Carried by Structure: Madeline Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 796401,  Location: .2mi W of Clyde Morris Bl (Lat: 29.125694,  Lng: -81.029500),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,325 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,073 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: B19 Canal,  Facility Carried by Structure: Willow Run Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 796412,  Location: Canal View Blvd Intrsectn (Lat: 29.137389,  Lng: -81.009250),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 6,493 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,857 (year 2024),  Design Load: HS 20,  Features Intersected: Halifax Canal Lateral,  Facility Carried by Structure: Jackson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790069,  Location: I-95 SB - SR-421 (Lat: 29.101667,  Lng: -81.030000),  Route carried "under" structure: State highway 421,  Year Built: 1969,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 4%,  Features Intersected: SR-421,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.357,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 79007,  Location: I-95 NB - SR-421 (Lat: 29.101667,  Lng: -81.030000),  Route carried "under" structure: State highway 421,  Year Built: 1969,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 35,500 (year 2006),  Truck Traffic: 4%,  Features Intersected: SR-421,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 790148,  Location: SR-A1A over Halifax River (Lat: 29.146667,  Lng: -80.973333),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: IWW Halifax River,  Facility Carried by Structure: SR-A1A
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 790148,  Location: SR-A1A over Halifax River (Lat: 29.146667,  Lng: -80.973333),  Route carried "under" structure: Business City street ,  Year Built: 1990,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 50 (year 2000),  Truck Traffic: 1%,  Features Intersected: IWW Halifax River,  Facility Carried by Structure: SR-A1A
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 794095,  Location: S. Williamson BI-I-95 (Lat: 29.122778,  Lng: -81.049417),  Route carried "under" structure: Interstate 95,  Year Built: 1994,  Structure Length: 9.06m (29.72ft),  Average Daily Traffic: 46,000 (year 2002),  Truck Traffic: 13%,  Features Intersected: I-95,  Facility Carried by Structure: S Williamson Blvd
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 40.164,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)