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

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Structure Number: 570005,  Location: 3.2 Miles E OF SR85 (Lat: 30.754278,  Lng: -86.518258),  Route carried "on" structure: US 90,  Year Built: 1966,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20,  Features Intersected: Piney Woods Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.023,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 570006,  Location: 3.7MI. East of SR85 (Lat: 30.753494,  Lng: -86.511308),  Route carried "on" structure: US 90,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 44.81m (147.01ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HS 20,  Features Intersected: Shoal River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 64,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570007,  Location: 0.5 Miles West of SR85 (Lat: 30.725444,  Lng: -86.576694),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 27,287 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 47,343 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Juniper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.514,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 84.2 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: Febuary 2021,  Underwater Inspection Date: Febuary 2021

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Structure Number: 570008,  Location: 2.0mi South of Crestview (Lat: 30.725794,  Lng: -86.568606),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: SR85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.254,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 74.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570009,  Location: 2.5Mi. West of SR85 (Lat: 30.716206,  Lng: -86.609986),  Route carried "on" structure: County highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,615 (year 2042),  Design Load: HS 20,  Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570015,  Location: 0.05 Mi S of Buckward Rd (Lat: 30.766361,  Lng: -86.635778),  Route carried "on" structure: County highway 397,  Year Built: 1957,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,945 (year 2042),  Design Load: HS 20,  Features Intersected: Mill Creek,  Facility Carried by Structure: Old River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.926,  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: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: September 2021

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Structure Number: 570044,  Location: 2.5mi. South of I10 SR8 (Lat: 30.691992,  Lng: -86.572261),  Route carried "on" structure: State highway 85,  Year Built: 1974,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shoal River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.506,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570045,  Location: 2.4Mi. South of I10 SR8 (Lat: 30.696164,  Lng: -86.571789),  Route carried "on" structure: State highway 85,  Year Built: 1974,  Status: Open,  Structure Length: 21.35m (70.05ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shoal River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.922,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570048,  Location: 6.5MI West of SR85 (Lat: 30.715558,  Lng: -86.676925),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 441 (year 2035),  Design Load: HS 20,  Features Intersected: I10 SR8,  Facility Carried by Structure: Wilkerson Bluff Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.493,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Better than present minimum 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570049,  Location: 5.0 Miles West of SR85 (Lat: 30.716292,  Lng: -86.648775),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 33.71m (110.60ft),  Average Daily Traffic: 13,644 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,671 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Yellow River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57005,  Location: 5.0 Miles West of SR85 (Lat: 30.716047,  Lng: -86.648789),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 33.68m (110.50ft),  Average Daily Traffic: 13,644 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,671 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Yellow River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570052,  Location: 2.0mi South of Crestview (Lat: 30.725547,  Lng: -86.568497),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: SR85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.254,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 74.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570056,  Location: 5.0 mi. East of SR85 (Lat: 30.722047,  Lng: -86.484681),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.417,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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,  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 2020

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Structure Number: 570057,  Location: 5.0 miles East of SR85 (Lat: 30.724047,  Lng: -86.483503),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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,  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: November 2020,  Underwater Inspection Date: November 2020

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Structure Number: 570067,  Location: 4.5 Miles West of SR85 (Lat: 30.715489,  Lng: -86.642569),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 13,644 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,671 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Yellow River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.864,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570069,  Location: 2.4 Miles East of SR85 (Lat: 30.726953,  Lng: -86.522019),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 37.06m (121.59ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: Shoal River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.3 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,  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: 570071,  Location: 2.5 Mi. South of I10 SR8 (Lat: 30.691975,  Lng: -86.571933),  Route carried "on" structure: State highway 85,  Year Built: 1974,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shoal River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.506,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570073,  Location: 2.4 Mi. South of I10 SR8 (Lat: 30.696144,  Lng: -86.571556),  Route carried "on" structure: State highway 85,  Year Built: 1974,  Status: Open,  Structure Length: 21.35m (70.05ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,134 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shoal River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.922,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570083,  Location: SR85 / CSX RR 339801J (Lat: 30.758361,  Lng: -86.568219),  Route carried "on" structure: State highway 85,  Year Built: 1978,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20,  Features Intersected: FG&A RR and Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.084,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570095,  Location: 2.2 Miles W. Of SR4 (Lat: 30.727794,  Lng: -86.660083),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: Bagget Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.419,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: 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: 570096,  Location: 1.6 Miles West of SR4 (Lat: 30.734744,  Lng: -86.653958),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570172,  Location: 3.2Mi W. of SR85 (Lat: 30.752897,  Lng: -86.629125),  Route carried "on" structure: US 90,  Year Built: 2015,  Status: Open,  Structure Length: 49.29m (161.71ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,107 (year 2042),  Design Load: HL 93,  Features Intersected: Yellow River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.762,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 19,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 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: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57091,  Location: 2.4Mi East of SR85 (Lat: 30.727200,  Lng: -86.522044),  Route carried "on" structure: Interstate 10,  Year Built: 1970,  Status: Open,  Structure Length: 37.06m (121.59ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Shoal River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 30.5m (100.1ft),  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: 75.3 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,  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: 570951,  Location: 4.5 Miles West of SR85 (Lat: 30.715739,  Lng: -86.642597),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 13,644 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,671 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Yellow River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.864,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 574001,  Location: 1.1MI N of Hwy 10 (Lat: 30.780103,  Lng: -86.600094),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,716 (year 2042),  Features Intersected: Mathison Creek,  Facility Carried by Structure: Old Bethel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.712,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 574111,  Location: 1.5Mi N of Galiver Cutoff (Lat: 30.749594,  Lng: -86.677772),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Posted for load-capacity,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 174 (year 2042),  Design Load: HS 20,  Features Intersected: Baggett Creek,  Facility Carried by Structure: Keyser Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.364,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 574127,  Location: 0.3Mi W of S Ferdon Blvd (Lat: 30.700153,  Lng: -86.576133),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Posted for load-capacity,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 3,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,726 (year 2040),  Features Intersected: Juniper Creek,  Facility Carried by Structure: S. Antioch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 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 replacement,  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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 574128,  Location: 0.2 Mi W of S Ferndon Blv (Lat: 30.711667,  Lng: -86.574222),  Route carried "on" structure: County highway ,  Year Built: 1987,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,940 (year 2042),  Design Load: HL 93,  Features Intersected: Juniper Creek,  Facility Carried by Structure: PJ Adams Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.741,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.2 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,  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: 574133,  Location: 0.6 mi W of Hwy 85 (Lat: 30.726097,  Lng: -86.577300),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Posted for load-capacity,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 28 (year 2020),  Average Future Daily Traffic: 49 (year 2042),  Features Intersected: Juniper Creek,  Facility Carried by Structure: Rasberry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 574134,  Location: 0.15 Mi N of Lake View Dr (Lat: 30.832194,  Lng: -86.591861),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 130 (year 2042),  Features Intersected: Silver Creek,  Facility Carried by Structure: Lake Silver Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.238,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 574141,  Location: 3.3MI N of Hwy 90 (Lat: 30.796792,  Lng: -86.635292),  Route carried "on" structure: Other road 397,  Year Built: 2001,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,215 (year 2042),  Design Load: HS 20,  Features Intersected: Gum Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.446,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574143,  Location: 5.2 Mi North of US 90 (Lat: 30.822075,  Lng: -86.625992),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,215 (year 2041),  Design Load: HS 20,  Features Intersected: Cotton Creek,  Facility Carried by Structure: Old River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574153,  Location: 0.5 Mi South of US 90 (Lat: 30.747778,  Lng: -86.620833),  Route carried "on" structure: County highway 4,  Year Built: 1960,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,615 (year 2042),  Features Intersected: Trammel Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 53.5 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: 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: 574161,  Location: 0.9 Mi E of S Ferdon Blvd (Lat: 30.700214,  Lng: -86.569717),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HS 20,  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Live Oak Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.146,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574162,  Location: 1.05 Mi E of Live Oak Ch (Lat: 30.714611,  Lng: -86.542250),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 1,000 (year 2021),  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HS 20,  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Airmens Mem Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.704,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574174,  Location: 0.7 Mi N of Fairchild Rd (Lat: 30.779675,  Lng: -86.516364),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,338 (year 2042),  Design Load: HL 93,  Features Intersected: Mossasin Branch,  Facility Carried by Structure: Fairchild Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.114,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574192,  Location: 1.2 Mi South of US 90 (Lat: 30.739556,  Lng: -86.535139),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2020),  Average Future Daily Traffic: 347 (year 2042),  Design Load: HL 93,  Features Intersected: No Name Stream,  Facility Carried by Structure: Okaloosa Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.5 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,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 574193,  Location: 1.8 Mi South of I 10 (Lat: 30.690167,  Lng: -86.679167),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 434 (year 2042),  Design Load: HL 93,  Features Intersected: Wilkinson Creek,  Facility Carried by Structure: Wilkerson Bluff Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.589,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 575173,  Location: 0.4Mi NW of CR 188 (Lat: 30.780444,  Lng: -86.603333),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 434 (year 2042),  Features Intersected: Mathison Creek,  Facility Carried by Structure: Sioux Circle
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.600,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFFLFTFA12206,  Location: 3 MILES WEST OF U.S. 85 (Lat: 30.671269,  Lng: -86.661992),  Route carried "on" structure: Federal lands road 211,  Year Built: 2016,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY GOBBLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AFFLFTFA12213,  Location: 5.2 MILES EAST OF S.R. 85 (Lat: 30.693889,  Lng: -86.496142),  Route carried "on" structure: Federal lands road 211,  Year Built: 1965,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Air Force,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFFLFTFA12219,  Location: 1 MILES NORTH OF RANGE RO (Lat: 30.701611,  Lng: -86.492194),  Route carried "on" structure: Federal lands road 207,  Year Built: 1965,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 5 (year 2021),  Average Future Daily Traffic: 6 (year 2041),  Features Intersected: TITI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Air Force,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: AFFLFTFA12255,  Location: 4.9 MILES WEST OF SR 85 (Lat: 30.674694,  Lng: -86.650778),  Route carried "on" structure: Federal lands road 211,  Year Built: 2015,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 60 (year 2041),  Features Intersected: CARR SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Inspection Date: October 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2017)

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Structure Number: 570008,  Location: 2.0mi South of Crestview (Lat: 30.725794,  Lng: -86.568606),  Route carried "under" structure: State highway 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR85,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 25.320,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 570009,  Location: 2.5Mi. West of SR85 (Lat: 30.716206,  Lng: -86.609986),  Route carried "under" structure: Interstate 10,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 27,287 (year 2020),  Truck Traffic: 26%,  Features Intersected: I10 SR8,  Facility Carried by Structure: CR4; Antioch Road
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 18.094,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 570048,  Location: 6.5MI West of SR85 (Lat: 30.715558,  Lng: -86.676925),  Route carried "under" structure: Interstate 10,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 27,287 (year 2020),  Truck Traffic: 26%,  Features Intersected: I10 SR8,  Facility Carried by Structure: Wilkerson Bluff Rd
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 11.629,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)