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

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Structure Number: 570023,  Location: 3.9Miles W of County Line (Lat: 30.505086,  Lng: -86.440036),  Route carried "on" structure: State highway 20,  Year Built: 1972,  Status: Open,  Structure Length: 44.26m (145.21ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20,  Features Intersected: Rocky Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.210,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570037,  Location: 1.9 MI N of SR20 (Lat: 30.528139,  Lng: -86.466944),  Route carried "on" structure: State highway 285,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HS 20,  Features Intersected: Swift Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.103,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020

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Structure Number: 570063,  Location: 0.2 Mi S of John Sims Pkw (Lat: 30.519806,  Lng: -86.489250),  Route carried "on" structure: Business City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,817 (year 2042),  Design Load: HS 20,  Features Intersected: Unnamed Creek,  Facility Carried by Structure: Bay Shore Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 570076,  Location: 0.5 Miles S. of SR85 (Lat: 30.554333,  Lng: -86.532078),  Route carried "on" structure: State highway 123,  Year Built: 1975,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 10,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HS 20,  Features Intersected: Turkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.688,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570077,  Location: 3.4 Miles North of SR20 (Lat: 30.557833,  Lng: -86.519636),  Route carried "on" structure: State highway 85,  Year Built: 1976,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 8,066 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,994 (year 2042),  Design Load: HS 20,  Features Intersected: Juniper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.498,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570081,  Location: 1.6MI East of SR285 (Lat: 30.513306,  Lng: -86.454194),  Route carried "on" structure: State highway 20,  Year Built: 1974,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20,  Features Intersected: Swift Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.678,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570086,  Location: 3.4 Miles North of SR20 (Lat: 30.558078,  Lng: -86.519514),  Route carried "on" structure: State highway 85,  Year Built: 1976,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 8,066 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,994 (year 2042),  Design Load: HS 20,  Features Intersected: Juniper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.498,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570094,  Location: 4.6mi. North of US98 (Lat: 30.455292,  Lng: -86.415781),  Route carried "on" structure: State highway 293,  Year Built: 1993,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,820 (year 2034),  Design Load: HL 93,  Features Intersected: Maxwell Gunter Road
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.509,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570097,  Location: 3.9 Miles W. County Line (Lat: 30.505156,  Lng: -86.439839),  Route carried "on" structure: State highway 20,  Year Built: 2001,  Status: Open,  Structure Length: 48.39m (158.76ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20,  Features Intersected: Rocky Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.199,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 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 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570125,  Location: 1.1MI W OF SR285 (Lat: 30.523194,  Lng: -86.499019),  Route carried "on" structure: State highway 85,  Year Built: 2001,  Status: Open,  Structure Length: 9.46m (31.04ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20,  Features Intersected: Boggy Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.202,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 55.6 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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570154,  Location: SR293 over Lakeshore Dr. (Lat: 30.465444,  Lng: -86.413111),  Route carried "on" structure: State highway 293,  Year Built: 2011,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 17,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,000 (year 2035),  Design Load: HL 93,  Features Intersected: Lakeshore Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.059,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

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

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Structure Number: 570155,  Location: 1.4 MI N of Mid-Bay Toll (Lat: 30.472819,  Lng: -86.402311),  Route carried "on" structure: State highway 293,  Year Built: 2011,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,000 (year 2034),  Design Load: HS 20,  Features Intersected: SR20
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570156,  Location: 1.4 Mi N of Mid-Bay Toll (Lat: 30.472672,  Lng: -86.402117),  Route carried "on" structure: State highway 293,  Year Built: 2011,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,000 (year 2034),  Design Load: HL 93,  Features Intersected: SR20
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57016,  Location: 1.0 Mi N of SR20 (Lat: 30.489333,  Lng: -86.404750),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: HL 93,  Features Intersected: Range Road
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 4.437,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570163,  Location: 2.5 Miles N of SR20 (Lat: 30.505861,  Lng: -86.413222),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 52.67m (172.80ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: HL 93,  Features Intersected: Rocky Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570164,  Location: 1.25MI E of SR285 (Lat: 30.536000,  Lng: -86.433139),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: HL 93,  Features Intersected: Deer Moss Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.897,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570165,  Location: 3.0 Miles S of SR85 (Lat: 30.541214,  Lng: -86.454328),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2035),  Design Load: HL 93,  Features Intersected: SR285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.053,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570166,  Location: 0.75 Mi North of SR285 (Lat: 30.545333,  Lng: -86.464944),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2036),  Design Load: HL 93,  Features Intersected: Swift Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.178,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570167,  Location: 1.6 Miles South of SR85 (Lat: 30.546917,  Lng: -86.470167),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 17,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,000 (year 2033),  Design Load: HL 93,  Features Intersected: Foxhead Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.711,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570168,  Location: 0.5 mi. South of SR85 (Lat: 30.547528,  Lng: -86.485750),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2036),  Design Load: HL 93,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570169,  Location: SR293 at SR85 (Lat: 30.544514,  Lng: -86.494792),  Route carried "on" structure: State highway 293,  Year Built: 2013,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 17,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,000 (year 2035),  Design Load: HL 93,  Features Intersected: SR85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.154,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570176,  Location: 1.3 Miles South of SR85 (Lat: 30.546278,  Lng: -86.536472),  Route carried "on" structure: State highway 123,  Year Built: 2017,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 10,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HL 93,  Features Intersected: Unnamed Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570177,  Location: 4.0MI North of SR85 (Lat: 30.553353,  Lng: -86.532833),  Route carried "on" structure: State highway 123,  Year Built: 2015,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 10,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HL 93,  Features Intersected: Turkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.688,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 31.7m (104.0ft),  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: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: 570178,  Location: 1.3 miles South of SR85 (Lat: 30.546333,  Lng: -86.536750),  Route carried "on" structure: State highway 123,  Year Built: 2016,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 10,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HL 93,  Features Intersected: Unnamed Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570179,  Location: SR123 over SR85 (Lat: 30.562947,  Lng: -86.527911),  Route carried "on" structure: Ramp State highway 123,  Year Built: 2016,  Status: Open,  Structure Length: 11.71m (38.42ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HL 93,  Features Intersected: SR85
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.6m (192.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 574131,  Location: 0.5 Mi West of Hwy 285 (Lat: 30.534625,  Lng: -86.467703),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,237 (year 2042),  Design Load: H 15,  Features Intersected: Roberts Lake Dam,  Facility Carried by Structure: College Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.391,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Excellent,  Culverts: Poor,  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: December 2020,  Other Special Inspection Date: December 2021

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Structure Number: 574181,  Location: 1.5 Mi East of SR 20 (Lat: 30.512392,  Lng: -86.425219),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,839 (year 2041),  Design Load: HL 93,  Features Intersected: Deer Moss Creek,  Facility Carried by Structure: Rocky Bayou Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 575187,  Location: 1.7 Mi E of Hwy 285 (Lat: 30.513611,  Lng: -86.454167),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HL 93,  Features Intersected: Swift Creek,  Facility Carried by Structure: Access Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 575188,  Location: Just West of Revell Drive (Lat: 30.515978,  Lng: -86.458864),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 50%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HL 93,  Features Intersected: Unnamed Canal,  Facility Carried by Structure: Access Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFFLFTFA12209,  Location: 1.5 MILES EAST OF S.R. 85 (Lat: 30.569917,  Lng: -86.515639),  Route carried "on" structure: Federal lands road 231,  Year Built: 1965,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.1 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,  Deck Geometry: Equal to 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,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: AFFLFTFA1221,  Location: 0.75 MILES WEST OF S.R. 8 (Lat: 30.561556,  Lng: -86.536694),  Route carried "on" structure: Federal lands road 232,  Year Built: 1965,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFFLFTFA12256,  Location: 0.3 MILES NORTH OF S.R.85 (Lat: 30.559722,  Lng: -86.510444),  Route carried "on" structure: Federal lands road 231,  Year Built: 2014,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Design Load: HS 20,  Features Intersected: ANDERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000

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Structure Number: AFFLFTFA12257,  Location: 2.5 MILES EAST OF FLORIDA (Lat: 30.607556,  Lng: -86.495000),  Route carried "on" structure: Federal lands road 221,  Year Built: 2014,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Features Intersected: PINELOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.4m (14.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFFLFTFA12258,  Location: 3.3 MILES EAST OF FLORIDA (Lat: 30.607056,  Lng: -86.481917),  Route carried "on" structure: Federal lands road 221,  Year Built: 2014,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Features Intersected: POINT LOOKOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFFLFTFA12259,  Location: 1.0 MILES EAST OF RANGE R (Lat: 30.542722,  Lng: -86.413222),  Route carried "on" structure: Federal lands road 406,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Features Intersected: LONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Air Force,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000

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Structure Number: AFFLFTFA12261,  Location: 2.2 MILES NORTH OF EGLIN (Lat: 30.586111,  Lng: -86.459611),  Route carried "on" structure: Federal lands road 447,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Design Load: HS 20,  Features Intersected: NINE MILE TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Air Force,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: AFFLFTFA12262,  Location: 0.6 MILES SOUTH OF RANGE (Lat: 30.556167,  Lng: -86.562028),  Route carried "on" structure: Federal lands road 233,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Features Intersected: ROGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFFLFTFA12263,  Location: 1.4 MILES SOUTH OF RANGE (Lat: 30.591139,  Lng: -86.467083),  Route carried "on" structure: Federal lands road 462,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2015),  Average Future Daily Traffic: 24 (year 2035),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other

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Structure Number: AFFLFTFA12298,  Location: 0.75 MILES WEST OF S.R. 8 (Lat: 30.582306,  Lng: -86.540889),  Route carried "on" structure: Federal lands road 603,  Year Built: 2008,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: PARRISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000

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Structure Number: 570094,  Location: 4.6mi. North of US98 (Lat: 30.455292,  Lng: -86.415781),  Route carried "under" structure: ServiceFederal lands road ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2012),  Features Intersected: Maxwell Gunter Road,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 3.29m (10.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.5m (31.2ft)

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Structure Number: 570154,  Location: SR293 over Lakeshore Dr. (Lat: 30.465444,  Lng: -86.413111),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 4,680 (year 2010),  Truck Traffic: 4%,  Features Intersected: Lakeshore Drive,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 570155,  Location: 1.4 MI N of Mid-Bay Toll (Lat: 30.472819,  Lng: -86.402311),  Route carried "under" structure: State highway 20,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2012),  Truck Traffic: 11%,  Features Intersected: SR20,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 31.723,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.7m (245.1ft)

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Structure Number: 570156,  Location: 1.4 Mi N of Mid-Bay Toll (Lat: 30.472672,  Lng: -86.402117),  Route carried "under" structure: State highway 20,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2012),  Truck Traffic: 11%,  Features Intersected: SR20,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 31.723,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.7m (245.1ft)

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Structure Number: 57016,  Location: 1.0 Mi N of SR20 (Lat: 30.489333,  Lng: -86.404750),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 2,164 (year 2013),  Truck Traffic: 4%,  Features Intersected: Range Road,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 570165,  Location: 3.0 Miles S of SR85 (Lat: 30.541214,  Lng: -86.454328),  Route carried "under" structure: State highway 285,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR285,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 570169,  Location: SR293 at SR85 (Lat: 30.544514,  Lng: -86.494792),  Route carried "under" structure: State highway 85,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2015),  Truck Traffic: 4%,  Features Intersected: SR85,  Facility Carried by Structure: SR293
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 570179,  Location: SR123 over SR85 (Lat: 30.562947,  Lng: -86.527911),  Route carried "under" structure: State highway 85,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 16,131 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR85,  Facility Carried by Structure: SR123
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.507,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.6m (192.3ft)

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Structure Number: 579004,  Location: Niceville High School (Lat: 30.518378,  Lng: -86.476675),  Route carried "under" structure: State highway 20,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR20 John Sims Pkwy,  Facility Carried by Structure: Ped.Overpass
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 22.531,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)