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

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Structure Number: 790136,  Location: 400ft N of SCLRR on SR-5A (Lat: 29.115658,  Lng: -80.987658),  Route carried "on" structure: State highway 5A,  Year Built: 1948,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: H 15,  Features Intersected: Halifax Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.717,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 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: 2.3m (7.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.3 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: May 2021

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Structure Number: 790147,  Location: A1A-Port Orange Relief (Lat: 29.144344,  Lng: -80.983981),  Route carried "on" structure: State highway A1A,  Year Built: 1990,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.237,  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: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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: October 2021,  Underwater Inspection Date: November 2021,  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,  Deck Protection: Bituminous

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Structure Number: 790148,  Location: SR-A1A over Halifax River (Lat: 29.148261,  Lng: -80.975478),  Route carried "on" structure: Alternate State highway A1A,  Year Built: 1990,  Status: Open,  Structure Length: 61.02m (200.20ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: IWW Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  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: Satisfactory,  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: Equal to 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: Equal 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: June 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $265,000,  Total Project Cost: $331,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

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Structure Number: 790155,  Location: US-1 SB - Spruce Creek (Lat: 29.086339,  Lng: -80.968700),  Route carried "on" structure: US 1,  Year Built: 2000,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 20,  Features Intersected: Spruce Creek
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: Very good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: December 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Bituminous

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Structure Number: 790157,  Location: US-1SB - Spruce Cr. S. (Lat: 29.083894,  Lng: -80.967119),  Route carried "on" structure: US 1,  Year Built: 2000,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 20,  Features Intersected: Spruce Creek S. Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.348,  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: 66.3 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: December 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790158,  Location: US-1 NB - Spruce Cr. S. (Lat: 29.084028,  Lng: -80.967139),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 20,  Features Intersected: Spruce Creek S. Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.348,  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: 66.3 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: December 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790159,  Location: US-1 SB-Spruce Creek (Lat: 29.088619,  Lng: -80.970008),  Route carried "on" structure: US 1,  Year Built: 2000,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 20,  Features Intersected: Spruce Creek N Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.947,  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: Satisfactory,  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: December 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 79016,  Location: US-1 NB - Spruce Creek (Lat: 29.088697,  Lng: -80.969739),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 20,  Features Intersected: Spruce Creek N. Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.947,  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: 66.4 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: December 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790161,  Location: US-1 SB over Rose Bay (Lat: 29.103619,  Lng: -80.972031),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Rose Bay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.551,  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: Very good,  Operating Rating: 71.1 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 2022,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790162,  Location: US-1 NB over Rose Bay (Lat: 29.103683,  Lng: -80.971764),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,386 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Rose Bay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.551,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  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: 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 2022,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790173,  Location: 0.75 mi. E. of I-95 (Lat: 29.113558,  Lng: -81.024989),  Route carried "on" structure: State highway 421,  Year Built: 1995,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,110 (year 2042),  Design Load: HS 20,  Features Intersected: Sweetwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.289,  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: Satisfactory,  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: March 2021

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Structure Number: 790226,  Location: I95 SB 1 Mi S of SR-421 (Lat: 29.090756,  Lng: -81.021239),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 35.11m (115.19ft),  Average Daily Traffic: 21,518 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,334 (year 2042),  Design Load: HL 93,  Features Intersected: Spruce Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.433,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790227,  Location: I95 NB 1 Mi S of SR-421 (Lat: 29.090867,  Lng: -81.020919),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 35.11m (115.19ft),  Average Daily Traffic: 21,518 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,334 (year 2042),  Design Load: HL 93,  Features Intersected: Spruce Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.433,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790228,  Location: I-95 SB 4.5 Mi S of SR400 (Lat: 29.106056,  Lng: -81.028889),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: SR-421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.429,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790229,  Location: I-95 NB 4.5 Mi S of SR400 (Lat: 29.106111,  Lng: -81.028333),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: SR-421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.429,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.6m (192.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790245,  Location: 0.2mi. S of Williamson Rd (Lat: 29.120683,  Lng: -81.045675),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HS 20,  Features Intersected: Timothy's Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.802,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 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,  Inspection Date: January 2022

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Structure Number: 790246,  Location: 0.2mi. S of Williamson Rd (Lat: 29.120831,  Lng: -81.045000),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HS 20,  Features Intersected: Timothy's Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.788,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: January 2022

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Structure Number: 79401,  Location: 0.2 Mi. East of SR-421 (Lat: 29.106889,  Lng: -81.023111),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HS 20,  Features Intersected: Sweetwater Branch,  Facility Carried by Structure: Taylor Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 9.1m (29.9ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 29.122347,  Lng: -81.047847),  Route carried "on" structure: County highway 4009,  Year Built: 1994,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 18,800 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,618 (year 2040),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: S Williamson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.652,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 37.3m (122.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 794122,  Location: 0.2 mile East of US-1 (Lat: 29.109186,  Lng: -80.971406),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,388 (year 2042),  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: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 794188,  Location: 0.6 Mi E of Williamson Bv (Lat: 29.141583,  Lng: -81.045000),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,338 (year 2038),  Design Load: HS 20,  Features Intersected: B19 Canal,  Facility Carried by Structure: Madeline Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.948,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  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,  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 2021

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Structure Number: 794193,  Location: 1 Mi So. of SR-421 (Lat: 29.090722,  Lng: -81.026917),  Route carried "on" structure: Bypass County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HL 93,  Features Intersected: Spruce Creek,  Facility Carried by Structure: CR-4009
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 796401,  Location: 0.25Mi W of Clyd Mrris Bl (Lat: 29.125742,  Lng: -81.029497),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,492 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: B-19 Canal,  Facility Carried by Structure: Willow Run Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.677,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 796412,  Location: Canal View Blvd Intrsectn (Lat: 29.137103,  Lng: -81.007917),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,493 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,266 (year 2042),  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: 6.1m (20.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 796413,  Location: 200FT N/O Cap Diville Ave (Lat: 29.119942,  Lng: -81.032392),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2042),  Design Load: HS 20,  Features Intersected: B-19 Canal / Trib 1,  Facility Carried by Structure: Esplanade Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.718,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 796414,  Location: 0.25Mi S/O Wiltshire Blvd (Lat: 29.100300,  Lng: -80.987708),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2042),  Design Load: HS 20,  Features Intersected: Cambridge Canal,  Facility Carried by Structure: Trailwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 30.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 790148,  Location: SR-A1A over Halifax River (Lat: 29.148261,  Lng: -80.975478),  Route carried "under" structure: ServiceCity street ,  Year Built: 1990,  Structure Length: 0. m,  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: 29.148261,  Lng: -80.975478),  Route carried "under" structure: Business City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2000),  Truck Traffic: 1%,  Features Intersected: IWW Halifax River,  Facility Carried by Structure: SR-A1A
Minimum Vertical Clearance: 5.27m (17.29ft),  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: 790228,  Location: I-95 SB 4.5 Mi S of SR400 (Lat: 29.106056,  Lng: -81.028889),  Route carried "under" structure: State highway 421,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-421,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.357,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 790229,  Location: I-95 NB 4.5 Mi S of SR400 (Lat: 29.106111,  Lng: -81.028333),  Route carried "under" structure: State highway 421,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-421,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.380,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.6m (192.3ft)

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Structure Number: 794095,  Location: S. Williamson BI-I-95 (Lat: 29.122347,  Lng: -81.047847),  Route carried "under" structure: Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 66,500 (year 2018),  Truck Traffic: 7%,  Features Intersected: I-95,  Facility Carried by Structure: S Williamson Blvd
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 40.219,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)