Bridge Statistics for World Golf Village, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 780014,  Location: 2.7 MI. S. OF CR-210 (Lat: 30.027531,  Lng: -81.486831),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 92,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,488 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 12 MILE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.170,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Good,  Culverts: Good,  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: November 2021

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Structure Number: 780019,  Location: 4.4 MI. N. OF SR-16 (Lat: 29.970011,  Lng: -81.452092),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 84,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 145,740 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TURNBULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.928,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  Skew: 14 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: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 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,  Inspection Date: January 2022

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Structure Number: 780042,  Location: 2 MI. S. OF SR-16 (Lat: 29.985000,  Lng: -81.565833),  Route carried "on" structure: State highway 13,  Year Built: 1969,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,788 (year 2042),  Design Load: HS 20,  Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.233,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 12.3m (40.4ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 23 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780059,  Location: 2.7 MI. N. OF SR-16 (Lat: 29.949336,  Lng: -81.438264),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,870 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TURNBULL SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.293,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 78006,  Location: 2.7 MI. N. OF SR-16 (Lat: 29.949444,  Lng: -81.438056),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,870 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TURNBULL SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.293,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780062,  Location: 2.8 MI. S. OF CR-210 (Lat: 30.025722,  Lng: -81.485728),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 92,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,488 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 12 MILE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.911,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 71.6 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: November 2021

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Structure Number: 780063,  Location: 3 MI. E. OF SR-13 (Lat: 29.964167,  Lng: -81.495556),  Route carried "on" structure: State highway 16,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 19,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,659 (year 2042),  Design Load: H 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.859,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.1 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: 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: September 2021

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Structure Number: 780064,  Location: 5.4 MI. E. OF SR-13 (Lat: 29.953611,  Lng: -81.456944),  Route carried "on" structure: State highway 16,  Year Built: 1962,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: H 20,  Features Intersected: TURNBULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.824,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 780088,  Location: 5.8 MI. N. OF SR-16 (Lat: 29.987778,  Lng: -81.462778),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 92,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,488 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.157,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  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: Satisfactory,  Culverts: Fair,  Operating Rating: 57.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 780096,  Location: INTL GOLF PKWY / I-95 (Lat: 29.986944,  Lng: -81.462222),  Route carried "on" structure: County highway 13A,  Year Built: 1995,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.499,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 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: 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: 780101,  Location: I-95 SB RAMP TO INTL PKWY (Lat: 29.988889,  Lng: -81.464444),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,350 (year 2041),  Design Load: HS 20,  Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 780102,  Location: INTL PKWY RAMP TO I-95 NB (Lat: 29.989444,  Lng: -81.462500),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,100 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,644 (year 2041),  Design Load: HS 20,  Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 83.2 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: January 2021

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Structure Number: 780128,  Location: SR-13/16 INTERSECTION (Lat: 29.970028,  Lng: -81.537889),  Route carried "on" structure: State highway 13,  Year Built: 2015,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,788 (year 2042),  Design Load: HL 93,  Features Intersected: WARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 78402,  Location: 2.7 MI N OF CR 214 (Lat: 29.890611,  Lng: -81.494694),  Route carried "on" structure: County highway 13A,  Year Built: 1926,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,858 (year 2042),  Features Intersected: BRANCH OF SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.584,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: October 2020,  Underwater Inspection Date: October 2020

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Structure Number: 784023,  Location: 4 MI WEST OF I-95 (Lat: 29.908833,  Lng: -81.475583),  Route carried "on" structure: County highway 208,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,155 (year 2042),  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.551,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 17.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $450,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 784026,  Location: 0.8 MI S OF SR 16 (Lat: 29.959317,  Lng: -81.543753),  Route carried "on" structure: County highway 13,  Year Built: 1965,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.282,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: Equal to present minimum criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 784053,  Location: 0.25 MI N OF CR 208 (Lat: 29.909944,  Lng: -81.492611),  Route carried "on" structure: County highway 13A,  Year Built: 2000,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,669 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 78407,  Location: 6 MI WEST OF I-95 (Lat: 29.906444,  Lng: -81.507389),  Route carried "on" structure: County highway 208,  Year Built: 2010,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 607 (year 2042),  Design Load: HL 93,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.668,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: July 2020,  Underwater Inspection Date: July 2020

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Structure Number: 784077,  Location: 0.3MI NE OF SANDY CK PKWY (Lat: 30.057522,  Lng: -81.487856),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2042),  Design Load: HS 20,  Features Intersected: SOGGY BOTTOM,  Facility Carried by Structure: LINDA LAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 31.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 784078,  Location: 0.7 MI SOUTH OF CR 210 (Lat: 30.055833,  Lng: -81.493056),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2042),  Design Load: HS 20,  Features Intersected: FLAT BED,  Facility Carried by Structure: SANDY CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 784087,  Location: 2.3 miles south of CR-210 (Lat: 30.026489,  Lng: -81.522994),  Route carried "on" structure: County highway 2209,  Year Built: 2019,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 186 (year 2042),  Design Load: HL 93,  Features Intersected: Trout Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 20 months,  Underwater Inspection Frequency: Every 20 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 784089,  Location: 0.1 mile west of CR-2209 (Lat: 30.034169,  Lng: -81.530008),  Route carried "on" structure: County highway 2209,  Year Built: 2019,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 186 (year 2042),  Design Load: HL 93,  Features Intersected: Trout Creek,  Facility Carried by Structure: Silverlake Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 20 months,  Underwater Inspection Frequency: Every 20 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 780096,  Location: INTL GOLF PKWY / I-95 (Lat: 29.986944,  Lng: -81.462222),  Route carried "under" structure: Interstate 95,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: INTL GOLF PKWY 13A
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 42.081,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)