Bridge Statistics for St. Augustine, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 61004,  Location: 0.9 Mi West of CR 273 (Lat: 30.705639,  Lng: -85.514800),  Route carried "on" structure: County highway 276,  Year Built: 1955,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,648 (year 2042),  Design Load: HS 20,  Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.324,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Inspection Date: August 2020

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Structure Number: 780003,  Location: IN ST. AUGUSTINE (Lat: 29.891200,  Lng: -81.322425),  Route carried "on" structure: Business US 1,  Year Built: 1949,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: H 20,  Features Intersected: SAN SEBASTIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 0.8m (2.6ft), Horizontal Clearance: 10.0m (32.8ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $2,500,000,  Total Project Cost: $2,500,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780071,  Location: 0.58 MI.S.OF VILANO BDG. (Lat: 29.910628,  Lng: -81.313442),  Route carried "on" structure: State highway A1A,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 14,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,852 (year 2042),  Design Load: HS 20,  Features Intersected: HOSPITAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.613,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 61.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780074,  Location: IN ST. AUGUSTINE (Lat: 29.892911,  Lng: -81.307394),  Route carried "on" structure: State highway A1A,  Year Built: 1927,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 47.09m (154.49ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MATANZAS RIVER IWW
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 26.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 23,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 47.09m (154.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $260,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780099,  Location: VILANO BEACH (Lat: 29.917717,  Lng: -81.301275),  Route carried "on" structure: State highway A1A,  Year Built: 1995,  Status: Open,  Structure Length: 117.01m (383.89ft),  Average Daily Traffic: 13,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,596 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOLOMATO RIV. IWW/VILANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.283,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 117.01m (383.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $500,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780103,  Location: 0.3 MI. N. OF SR-207 (Lat: 29.885456,  Lng: -81.324133),  Route carried "on" structure: US 1,  Year Built: 1958,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,135 (year 2042),  Features Intersected: OYSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: Poor,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022

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Structure Number: 780109,  Location: 0.3 MI. W. OF US-1 (Lat: 29.916172,  Lng: -81.327719),  Route carried "on" structure: State highway 16,  Year Built: 2001,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN SEBASTIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.988,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780129,  Location: IN ST. AUGUSTINE (Lat: 29.892556,  Lng: -81.322806),  Route carried "on" structure: US 1,  Year Built: 2013,  Status: Open,  Structure Length: 23.20m (76.12ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HL 93,  Features Intersected: SAN SEBASTIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.061,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.1m (10.2ft), Horizontal Clearance: 23.8m (78.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 780801,  Location: DEAF & BLIND SCH,ST.AUG. (Lat: 29.912861,  Lng: -81.311519),  Route carried "on" structure: ServiceState lands road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 351 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 601 (year 2042),  Design Load: H 20,  Features Intersected: HOSPITAL CREEK,  Facility Carried by Structure: ENTRANCE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  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: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 784018,  Location: 1.2 MI E OF I-95 (Lat: 29.866444,  Lng: -81.377889),  Route carried "on" structure: County highway 214,  Year Built: 1961,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,246 (year 2042),  Features Intersected: COWAN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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: 61.4 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: October 2020,  Underwater Inspection Date: October 2020

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Structure Number: 784024,  Location: 1.1 MI N OF SR 16 (Lat: 29.929167,  Lng: -81.342667),  Route carried "on" structure: County highway 16A,  Year Built: 1969,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,890 (year 2042),  Features Intersected: RED HOUSE BRANCH,  Facility Carried by Structure: LEWIS SPEEDWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.891,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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: 784051,  Location: 0.1MI E OF LEWIS SPEEDWAY (Lat: 29.929389,  Lng: -81.341778),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 301 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 522 (year 2042),  Features Intersected: RED HOUSE BRANCH,  Facility Carried by Structure: DOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 784057,  Location: 0.4 MI W OF US 1 (Lat: 29.939472,  Lng: -81.340778),  Route carried "on" structure: County highway 16A,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 5,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,543 (year 2042),  Design Load: H 15,  Features Intersected: SAN SEBASTIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.312,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 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: October 2021

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Structure Number: 784067,  Location: 0.8 MI S OF WOODLAWN RD (Lat: 29.927028,  Lng: -81.348056),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Posted for load-capacity,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 174 (year 2042),  Design Load: HS 20,  Features Intersected: HERITAGE PARK CANAL,  Facility Carried by Structure: HEFFERON DRIVE EXT
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: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 784075,  Location: 0.6 MILE WEST OF SR 207 (Lat: 29.721611,  Lng: -81.497167),  Route carried "on" structure: County highway 13,  Year Built: 2012,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,858 (year 2042),  Design Load: HL 93,  Features Intersected: BRANCH OF DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.415,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place