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

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Structure Number: 510005,  Location: 0.5 Mi North of US98/SR30 (Lat: 29.803328,  Lng: -85.292944),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 110 (year 2039),  Features Intersected: St Joe Bay,  Facility Carried by Structure: 16th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: 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 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 510006,  Location: 0.3 Miles West of SR 71 (Lat: 29.854556,  Lng: -85.257028),  Route carried "on" structure: County highway 382,  Year Built: 1961,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,100 (year 2039),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.554,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 41.7 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: 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: August 2020

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Structure Number: 510017,  Location: 0.06 Miles S of US98 (Lat: 29.851667,  Lng: -85.333889),  Route carried "on" structure: Other road ,  Year Built: 1952,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 60 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 66 (year 2040),  Design Load: H 15,  Features Intersected: Chicken House Branch,  Facility Carried by Structure: Flat Water St West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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,  Inspection Date: November 2021

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Structure Number: 510019,  Location: 0.18 Mi South of 16th St (Lat: 29.798236,  Lng: -85.297958),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 212 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 233 (year 2039),  Features Intersected: 18th St Canal,  Facility Carried by Structure: Monument Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.505,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51003,  Location: 0.8 Miles West of SR71 (Lat: 29.823797,  Lng: -85.308550),  Route carried "on" structure: US 98,  Year Built: 1958,  Status: Open,  Structure Length: 16.41m (53.84ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,176 (year 2042),  Design Load: H 20,  Features Intersected: City Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.693,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 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,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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

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Structure Number: 510032,  Location: 0.14 Mi South of 16th St (Lat: 29.799622,  Lng: -85.295742),  Route carried "on" structure: City street 387,  Year Built: 1955,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,980 (year 2039),  Design Load: H 20,  Features Intersected: Patton Bayou,  Facility Carried by Structure: Long Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 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: 57.2 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: 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: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 510035,  Location: 2.5 Mi South of SR386 (Lat: 29.896833,  Lng: -85.361417),  Route carried "on" structure: US 98,  Year Built: 1953,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,054 (year 2042),  Design Load: H 15,  Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: August 2021

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Structure Number: 510036,  Location: 3 Mi NE of Port St Joe (Lat: 29.844139,  Lng: -85.265028),  Route carried "on" structure: State highway 71,  Year Built: 1963,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: H 15,  Features Intersected: Horseshoe Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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 2021

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Structure Number: 510045,  Location: 3.5 Mi NE of Port St Joe (Lat: 29.845361,  Lng: -85.263500),  Route carried "on" structure: State highway 71,  Year Built: 1940,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: H 15,  Features Intersected: Horseshoe Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.663,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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 2021

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Structure Number: 510047,  Location: 1.9 Mi South of US98/SR30 (Lat: 29.753758,  Lng: -85.303731),  Route carried "on" structure: State highway 30A,  Year Built: 1975,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,287 (year 2042),  Design Load: HL 93,  Features Intersected: Simmons Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.982,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.4 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: 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: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 510052,  Location: 1.5 Miles West of SR71 (Lat: 29.831939,  Lng: -85.313261),  Route carried "on" structure: US 98,  Year Built: 1993,  Status: Open,  Structure Length: 79.25m (260.01ft),  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,830 (year 2042),  Features Intersected: Gulf County Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 510054,  Location: 6.6 Mi E of Port St Joe (Lat: 29.749939,  Lng: -85.243933),  Route carried "on" structure: US 98,  Year Built: 1995,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,212 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,838 (year 2042),  Design Load: HS 20,  Features Intersected: Depot Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.541,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510066,  Location: 4.9 Miles East of CR386 (Lat: 29.872033,  Lng: -85.339267),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,094 (year 2042),  Design Load: HL 93,  Features Intersected: Chicken House Branch,  Facility Carried by Structure: New Alignment SR30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.577,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510069,  Location: 3.3 Miles East of CR386 (Lat: 29.888650,  Lng: -85.352522),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,094 (year 2042),  Design Load: HS 20,  Features Intersected: Chickenhouse Branch,  Facility Carried by Structure: New Alignment SR30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.077,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 66.4 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020

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Structure Number: 510071,  Location: 4.2 Mi South of US98/SR30 (Lat: 29.721747,  Lng: -85.303553),  Route carried "on" structure: Alternate State highway 30A,  Year Built: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,287 (year 2042),  Design Load: HL 93,  Features Intersected: Tidal Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510072,  Location: 2.4 Mi South of US98/SR30 (Lat: 29.747875,  Lng: -85.302967),  Route carried "on" structure: Alternate State highway 30A,  Year Built: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,287 (year 2042),  Design Load: HL 93,  Features Intersected: Tidal Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 510075,  Location: 0.93MI W of SR71 (Lat: 29.798508,  Lng: -85.300678),  Route carried "on" structure: US 98,  Year Built: 2021,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 6,400 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,400 (year 2040),  Design Load: HL 93,  Features Intersected: St Joe Bay Inlet
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.868,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  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: 51406,  Location: 0.1 Mi North of US98/SR30 (Lat: 29.842425,  Lng: -85.319858),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 55 (year 2020),  Average Future Daily Traffic: 60 (year 2040),  Features Intersected: Tidal Branch,  Facility Carried by Structure: Victoria Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 3 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51407,  Location: 0.05 Mi S of US98/SR30 (Lat: 29.862333,  Lng: -85.337889),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 165 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 181 (year 2039),  Design Load: HL 93,  Features Intersected: Chickenhouse Branch,  Facility Carried by Structure: Good Morning St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 514074,  Location: 0.1 Mile North US90/SR30 (Lat: 29.897742,  Lng: -85.360114),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 385 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 424 (year 2039),  Design Load: HL 93,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Americus Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021

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Structure Number: 51003,  Location: 0.8 Miles West of SR71 (Lat: 29.823797,  Lng: -85.308550),  Route carried "under" structure: Business City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2008),  Truck Traffic: 5%,  Features Intersected: City Street,  Facility Carried by Structure: US98 SR30
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)