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

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Structure Number: 790026,  Location: 2.96 Mi. West of I-95 (Lat: 29.256597,  Lng: -81.164317),  Route carried "on" structure: State highway 40,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,300 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 23,076 (year 2042),  Design Load: HS 20,  Features Intersected: Little Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.517,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: December 2020

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Structure Number: 790027,  Location: SR-40 WB -Tomoka River (Lat: 29.254944,  Lng: -81.123561),  Route carried "on" structure: State highway 40,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 13,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,989 (year 2042),  Design Load: H 20,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.536,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.6 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: 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: September 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 790077,  Location: I-95 SB - Tomoka R. (Lat: 29.262722,  Lng: -81.118111),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.333,  Lanes on structure: 4,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790078,  Location: I-95 NB - Tomoka R. (Lat: 29.262661,  Lng: -81.117817),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.333,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790079,  Location: Airport Road - I-95 (Lat: 29.273983,  Lng: -81.121908),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,890 (year 2042),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.971,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 79008,  Location: I-95 SB over FECRR (Lat: 29.333122,  Lng: -81.131311),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: FECRR - Tymber Crk Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.359,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790081,  Location: I-95 NB over FECRR (Lat: 29.332914,  Lng: -81.131025),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: FECRR - Tymber Crk Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.359,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790082,  Location: I-95 SB over US-1 (Lat: 29.336011,  Lng: -81.131222),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.676,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790083,  Location: I-95 NB over US-1 (Lat: 29.335833,  Lng: -81.130972),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20,  Features Intersected: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.676,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790119,  Location: 1.4 Mi N of SR-40 (Lat: 29.296075,  Lng: -81.079586),  Route carried "on" structure: US 1,  Year Built: 1932,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: H 15,  Features Intersected: Unsigned Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.183,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 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: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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 2021

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Structure Number: 790132,  Location: SR-40 over IWW (Lat: 29.287278,  Lng: -81.051706),  Route carried "on" structure: State highway 40,  Year Built: 1983,  Status: Open,  Structure Length: 58.67m (192.49ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20,  Features Intersected: Halifax River IWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.6m (64.3ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.61m (192.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $80,000,  Total Project Cost: $105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 790163,  Location: SR-40 EB - Tomoka River (Lat: 29.254717,  Lng: -81.123592),  Route carried "on" structure: State highway 40,  Year Built: 1997,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 13,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,989 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.536,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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: September 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790182,  Location: SR-40 west of SR-5A (Lat: 29.278219,  Lng: -81.088442),  Route carried "on" structure: State highway 40,  Year Built: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Misner Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.982,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 790185,  Location: US-1 SB - Tomoka River (Lat: 29.305056,  Lng: -81.094197),  Route carried "on" structure: US 1,  Year Built: 2001,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: August 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790186,  Location: US-1 NB - Tomoka River (Lat: 29.305189,  Lng: -81.093964),  Route carried "on" structure: US 1,  Year Built: 2000,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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,  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: August 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790193,  Location: I-95 over SR-40 (Lat: 29.256983,  Lng: -81.115944),  Route carried "on" structure: Interstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 83,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 144,005 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790194,  Location: SR-40 WB - Habitat Connec (Lat: 29.258933,  Lng: -81.185492),  Route carried "on" structure: State highway 40,  Year Built: 2007,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,350 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,812 (year 2042),  Design Load: HS 20,  Features Intersected: Habitat Connectivity
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.183,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790195,  Location: SR-40EB - Habitat Connect (Lat: 29.258772,  Lng: -81.185397),  Route carried "on" structure: State highway 40,  Year Built: 2006,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,350 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,812 (year 2042),  Design Load: HS 20,  Features Intersected: Habitat Connectivity
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.183,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79092,  Location: SR-40 over Middle Haw Cr. (Lat: 29.244322,  Lng: -81.225936),  Route carried "on" structure: State highway 40,  Year Built: 1965,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,624 (year 2042),  Design Load: HS 20,  Features Intersected: Middle Haw Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.785,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 794016,  Location: 0.4 mi S of Addison Drive (Lat: 29.342186,  Lng: -81.086317),  Route carried "on" structure: County highway 4011,  Year Built: 1964,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,696 (year 2042),  Features Intersected: Tomoka River,  Facility Carried by Structure: Old Dixie Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.977,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 10.3m (33.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Open Grating

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Structure Number: 794036,  Location: 0.1 Mi E of Tymber Crk Rd (Lat: 29.273889,  Lng: -81.127936),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: HS 20,  Features Intersected: Groover Creek,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.422,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 794072,  Location: 1.6 miles North of SR-40 (Lat: 29.277219,  Lng: -81.129528),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 485 (year 2042),  Design Load: HS 20,  Features Intersected: Groover Creek,  Facility Carried by Structure: Tymber Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 62.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020

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Structure Number: 794082,  Location: 3.0 Mi. North of SR-40 (Lat: 29.295578,  Lng: -81.130019),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 485 (year 2042),  Design Load: HS 20,  Features Intersected: Trib to Groover Creek,  Facility Carried by Structure: N. Tymber Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 794123,  Location: 0.8 Mi. N of Pine Tree Dr (Lat: 29.353408,  Lng: -81.102561),  Route carried "on" structure: County highway 5,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,858 (year 2042),  Design Load: HS 20,  Features Intersected: Drainage Canal,  Facility Carried by Structure: Old Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.008,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 794124,  Location: 0.5 Mi. N of Pine Tree Ln (Lat: 29.351153,  Lng: -81.099392),  Route carried "on" structure: County highway 5,  Year Built: 1980,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,603 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Old Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.616,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 794194,  Location: 0.2 Miles North of SR 40 (Lat: 29.256806,  Lng: -81.129000),  Route carried "on" structure: County highway 2813,  Year Built: 2014,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HL 93,  Features Intersected: Little Tomoka River,  Facility Carried by Structure: Tymber Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020

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Structure Number: 796,  Location: 0.8 Mile West of Nova Rd (Lat: 29.281550,  Lng: -81.094747),  Route carried "on" structure: City street ,  Year Built: 1979,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 5,792 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,008 (year 2042),  Design Load: H 15,  Features Intersected: Misner Branch,  Facility Carried by Structure: Main Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 790079,  Location: Airport Road - I-95 (Lat: 29.273983,  Lng: -81.121908),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-95,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 58.625,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 79008,  Location: I-95 SB over FECRR (Lat: 29.333122,  Lng: -81.131311),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Features Intersected: FECRR - Tymber Crk Rd,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 790081,  Location: I-95 NB over FECRR (Lat: 29.332914,  Lng: -81.131025),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 1%,  Features Intersected: FECRR - Tymber Crk Rd,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 790082,  Location: I-95 SB over US-1 (Lat: 29.336011,  Lng: -81.131222),  Route carried "under" structure: US 1,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 9%,  Features Intersected: US-1,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 17.898,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 790083,  Location: I-95 NB over US-1 (Lat: 29.335833,  Lng: -81.130972),  Route carried "under" structure: US 1,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 9%,  Features Intersected: US-1,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 17.870,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 790193,  Location: I-95 over SR-40 (Lat: 29.256983,  Lng: -81.115944),  Route carried "under" structure: State highway 40,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR-40,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 42.350,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)