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

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Structure Number: 790008,  Location: SR-400 and Nova Rd. (Lat: 29.175464,  Lng: -81.028194),  Route carried "on" structure: State highway 400,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: Nova Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.622,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 58.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 790021,  Location: US-92 WB-Tomoka River (Lat: 29.164197,  Lng: -81.090756),  Route carried "on" structure: US 92,  Year Built: 1942,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: H 15,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.571,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790057,  Location: 5.5 Mile West of I-95 (Lat: 29.129056,  Lng: -81.159800),  Route carried "on" structure: US 600,  Year Built: 1946,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,900 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,792 (year 2042),  Design Load: H 20,  Features Intersected: Creek,  Facility Carried by Structure: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.728,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 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: Satisfactory,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020

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Structure Number: 790113,  Location: 2.9 Mi. N of US 92 (Lat: 29.210111,  Lng: -81.099703),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,258 (year 2042),  Design Load: HS 20,  Features Intersected: Tyson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.224,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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 2021

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Structure Number: 790114,  Location: 0.4 Mi W of I-95 (Lat: 29.166417,  Lng: -81.087744),  Route carried "on" structure: US 600,  Year Built: 1942,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HL 93,  Features Intersected: Canal,  Facility Carried by Structure: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.983,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.67m (15.32ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $88,000,  Total Project Cost: $313,000

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Structure Number: 790135,  Location: .75 MI. S. of US-92 (Lat: 29.192686,  Lng: -81.033736),  Route carried "on" structure: Alternate State highway 5A,  Year Built: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Navy Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.862,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: Satisfactory,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 790164,  Location: 800ft. N. of SR-400 (Lat: 29.177661,  Lng: -81.028544),  Route carried "on" structure: Business Other road 5A,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,255 (year 2035),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Shop Ctr Entrance
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.132,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 790165,  Location: 1200ft. N. of SR-400 (Lat: 29.178703,  Lng: -81.028653),  Route carried "on" structure: Business Other road 5A,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,255 (year 2035),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Shop Ctr Entrance
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 790171,  Location: LPGA Blvd. at I-95 (Lat: 29.219964,  Lng: -81.103117),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95,  Facility Carried by Structure: LPGA Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.813,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790174,  Location: SR-430 WB - Halifax River (Lat: 29.231194,  Lng: -81.022419),  Route carried "on" structure: State highway 430,  Year Built: 1997,  Status: Open,  Structure Length: 70.77m (232.19ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,176 (year 2042),  Design Load: HS 20,  Features Intersected: IWW Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 37.8m (124.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 75.3m (247.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: September 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 790175,  Location: SR-430 EB - Halifax River (Lat: 29.230319,  Lng: -81.021817),  Route carried "on" structure: State highway 430,  Year Built: 1997,  Status: Open,  Structure Length: 69.86m (229.20ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,962 (year 2042),  Design Load: HS 20,  Features Intersected: IWW Halifax River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 38.0m (124.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 75.3m (247.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: September 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 790181,  Location: 4.3 Mi North of SR-44 (Lat: 29.079489,  Lng: -80.955797),  Route carried "on" structure: US 5,  Year Built: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Murray Creek,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.176,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020

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Structure Number: 790187,  Location: US-92 WB - Halifax Ri IWW (Lat: 29.215800,  Lng: -81.015967),  Route carried "on" structure: US 92,  Year Built: 2001,  Status: Open,  Structure Length: 91.82m (301.25ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,085 (year 2042),  Features Intersected: Halifax River IWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 19.9m (65.3ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 8,  Length of Maximum Span: 80.0m (262.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Other

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Structure Number: 790188,  Location: US-92 EB - Halifax River (Lat: 29.215739,  Lng: -81.015789),  Route carried "on" structure: US 92,  Year Built: 2001,  Status: Open,  Structure Length: 91.82m (301.25ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,085 (year 2042),  Features Intersected: Halifax River IWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 19.9m (65.3ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 8,  Length of Maximum Span: 80.0m (262.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Other

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Structure Number: 790192,  Location: I-4/I-95 Intchg (Lat: 29.155736,  Lng: -81.075828),  Route carried "on" structure: Interstate 4,  Year Built: 2019,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 44.566,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790199,  Location: 1400ft. N. of SR-400 (Lat: 29.179275,  Lng: -81.028781),  Route carried "on" structure: Business Other road 5A,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,255 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: Canal,  Facility Carried by Structure: Driveway Ent. Exit
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: 790204,  Location: SR 400 EB - Cougar Crossi (Lat: 29.100556,  Lng: -81.153889),  Route carried "on" structure: Interstate 4,  Year Built: 2015,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,616 (year 2042),  Design Load: HL 93,  Features Intersected: Cougar Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.596,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790205,  Location: I-4 WB - Cougar Crossing (Lat: 29.100050,  Lng: -81.153892),  Route carried "on" structure: Interstate 4,  Year Built: 2014,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,616 (year 2042),  Design Load: HL 93,  Features Intersected: Cougar Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.596,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790206,  Location: SR 400 - Dear Crossing (Lat: 29.111944,  Lng: -81.142222),  Route carried "on" structure: Interstate 4,  Year Built: 2012,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,616 (year 2042),  Design Load: HL 93,  Features Intersected: Deer WIldlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.304,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790207,  Location: SR 400 WB over Deer Wildl (Lat: 29.111944,  Lng: -81.142500),  Route carried "on" structure: Interstate 4,  Year Built: 2012,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 29,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,616 (year 2042),  Design Load: HL 93,  Features Intersected: Deer Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.304,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790208,  Location: I-4 EB Ramp A to US-92 (Lat: 29.136944,  Lng: -81.118611),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 2015,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,634 (year 2042),  Design Load: HL 93,  Features Intersected: I-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.824,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790221,  Location: N of Bellevue Overpass (Lat: 29.168167,  Lng: -81.082944),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,258 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Beamer's Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.378,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021

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Structure Number: 79023,  Location: I-4/I-95 Interchange (Lat: 29.155083,  Lng: -81.075472),  Route carried "on" structure: Interstate 4,  Year Built: 2018,  Status: Open,  Structure Length: 7.66m (25.13ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.566,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.2 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790231,  Location: I-4/I-95 Interchange (Lat: 29.157258,  Lng: -81.076758),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 2017,  Status: Open,  Structure Length: 12.05m (39.53ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790232,  Location: I-4/I-95 Interchange (Lat: 29.154778,  Lng: -81.078528),  Route carried "on" structure: Interstate 4,  Year Built: 2018,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: I-4 WB,  Facility Carried by Structure: Ramp AC
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 44.291,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790233,  Location: I-4/I-95 Interchange (Lat: 29.154056,  Lng: -81.077583),  Route carried "on" structure: Interstate 4,  Year Built: 2018,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp F2 & Ramp H1
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 44.347,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790234,  Location: I-95 SB over US-92 (Lat: 29.171825,  Lng: -81.084514),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.772,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790235,  Location: I-95 NB over US-92 (Lat: 29.171997,  Lng: -81.084339),  Route carried "on" structure: Interstate 95,  Year Built: 2018,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.772,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790236,  Location: I-95 SBCD over US-92 (Lat: 29.171653,  Lng: -81.084611),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 2,450 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,251 (year 2042),  Design Load: HL 93,  Features Intersected: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.374,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790237,  Location: I-95 NB over US-92 (Lat: 29.172225,  Lng: -81.084269),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2018,  Status: Open,  Structure Length: 7.87m (25.82ft),  Average Daily Traffic: 51,500 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 89,352 (year 2041),  Design Load: HL 93,  Features Intersected: US-92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.9m (150.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790238,  Location: I-95/US-92 Interchange (Lat: 29.171389,  Lng: -81.084761),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2018,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,899 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 & US-92,  Facility Carried by Structure: Ramp J2 & K2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.438,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790239,  Location: I95NB over I95SB On Ramp (Lat: 29.173644,  Lng: -81.085181),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2018,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,258 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp J2
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.153,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 79024,  Location: Tomoka Farms Rd over I-4 (Lat: 29.152222,  Lng: -81.082778),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 51,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 88,485 (year 2042),  Design Load: HL 93,  Features Intersected: I-4,  Facility Carried by Structure: Tomoka Farms Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.827,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790241,  Location: Bellevue Avenue over I-95 (Lat: 29.167778,  Lng: -81.082778),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,492 (year 2042),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: Bellevue Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.9m (147.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790244,  Location: I95SB over I95SB On Ramp (Lat: 29.173194,  Lng: -81.085569),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 2,450 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,251 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp J2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790248,  Location: I-4 Connector over US-92 (Lat: 29.144431,  Lng: -81.118278),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 2013,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HL 93,  Features Intersected: US 92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.594,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 790249,  Location: 40ft. East of SR-5A (Lat: 29.189561,  Lng: -81.031728),  Route carried "on" structure: Business Other road 5A,  Year Built: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Bellevue Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.465,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: June 2021,  Underwater Inspection Date: June 2021

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Structure Number: 790252,  Location: I95SB over I95SB On Ramp (Lat: 29.173342,  Lng: -81.085500),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp J2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.999,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790253,  Location: I-95NB over I-95SB OnRamp (Lat: 29.173528,  Lng: -81.085333),  Route carried "on" structure: Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 37,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,629 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp J2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.999,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 790801,  Location: 2.3mi N on Indian Lake Rd (Lat: 29.166350,  Lng: -81.154717),  Route carried "on" structure: State lands road ,  Year Built: 1999,  Status: Posted for load-capacity,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Creek,  Facility Carried by Structure: Indian Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Deck Protection: Other

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Structure Number: 794004,  Location: 0.5 Mi W of SR-A1A (Lat: 29.223103,  Lng: -81.017761),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 64.95m (213.09ft),  Average Daily Traffic: 10,158 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,291 (year 2042),  Design Load: H 20,  Features Intersected: Halifax River,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 2.594,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 54,  Length of Maximum Span: 33.5m (109.9ft),  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: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.95m (213.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,259,000,  Roadway Improvement Cost: $1,123,000,  Total Project Cost: $16,888,000,  Deck Structure Type: Open Grating

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Structure Number: 794015,  Location: 0.2 Mi East of US-1 (Lat: 29.210689,  Lng: -81.017531),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,401 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,166 (year 2042),  Design Load: H 20,  Features Intersected: Halifax River,  Facility Carried by Structure: Magnolia Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: April 2020,  Deck Structure Type: Concrete Precast Panels