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

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Structure Number: 500045,  Location: 6.5 Mi South of US90/SR10 (Lat: 30.512372,  Lng: -84.523653),  Route carried "on" structure: County highway 268,  Year Built: 1959,  Status: Posted for load,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,950 (year 2040),  Design Load: H 15,  Features Intersected: Little River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 22.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 500046,  Location: 3.5 Mi South of US90/SR10 (Lat: 30.509139,  Lng: -84.498119),  Route carried "on" structure: County highway 268,  Year Built: 1961,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 5,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,160 (year 2039),  Features Intersected: Monroe Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.565,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: December 2020

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Structure Number: 500052,  Location: 11 Miles East of Quincy (Lat: 30.489986,  Lng: -84.425725),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 9.58m (31.43ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: US90 SR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.233,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: 500054,  Location: 11 Miles East of Quincy (Lat: 30.489650,  Lng: -84.425533),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 9.58m (31.43ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: US90 SR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.233,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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 Cast-file-Place

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Structure Number: 500055,  Location: 1.0 Mi West of Leon Cty. (Lat: 30.485917,  Lng: -84.409739),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HL 93,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.770,  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: 13,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500056,  Location: 1.0 MI West of Leon Cnty (Lat: 30.485664,  Lng: -84.409739),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HL 93,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.770,  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: 13,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500097,  Location: 4.7Miles East of SR267 (Lat: 30.529089,  Lng: -84.517917),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 32.61m (106.99ft),  Average Daily Traffic: 14,613 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,354 (year 2042),  Design Load: HS 20,  Features Intersected: FG&A RR and Little River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500098,  Location: 4.7 miles East of SR267 (Lat: 30.528842,  Lng: -84.517889),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 31.42m (103.08ft),  Average Daily Traffic: 14,613 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,354 (year 2042),  Design Load: HS 20,  Features Intersected: FG&A RR and Little River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500102,  Location: 2.0MI West of US90 SR10 (Lat: 30.501881,  Lng: -84.455953),  Route carried "on" structure: County highway 159,  Year Built: 1971,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HL 93,  Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.638,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500103,  Location: 4.0 mi. West of US90,SR10 (Lat: 30.517139,  Lng: -84.483278),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 14,613 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,354 (year 2042),  Design Load: HS 20,  Features Intersected: Monroe Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.854,  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: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Febuary 2022

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Structure Number: 500104,  Location: 4.0 mi. West of US90,SR10 (Lat: 30.518139,  Lng: -84.482833),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 14,613 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,354 (year 2042),  Design Load: HS 20,  Features Intersected: Monroe Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.854,  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: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Febuary 2022

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Structure Number: 500112,  Location: 0.1mi. East of US90 (Lat: 30.488333,  Lng: -84.420000),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 37,500 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 65,062 (year 2042),  Design Load: HS 20,  Features Intersected: Midway Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.855,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 50012,  Location: 0.06mi. South of I10 (Lat: 30.487306,  Lng: -84.424972),  Route carried "on" structure: Ramp US 90,  Year Built: 1969,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,910 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Midway Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.690,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 500123,  Location: 0.3Mi. West of Leon Co. (Lat: 30.478283,  Lng: -84.413694),  Route carried "on" structure: US 90,  Year Built: 1995,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.936,  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: 7,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500124,  Location: 0.5mi N of Leon County (Lat: 30.555119,  Lng: -84.384864),  Route carried "on" structure: US 27,  Year Built: 2000,  Status: Open,  Structure Length: 41.59m (136.45ft),  Average Daily Traffic: 8,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,181 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.243,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500125,  Location: 0.5mi N of Leon County (Lat: 30.559728,  Lng: -84.387897),  Route carried "on" structure: US 27,  Year Built: 2000,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 8,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,181 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.760,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500126,  Location: 0.5mi N of Leon County (Lat: 30.559656,  Lng: -84.388036),  Route carried "on" structure: US 27,  Year Built: 2001,  Status: Open,  Structure Length: 21.19m (69.52ft),  Average Daily Traffic: 8,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,181 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.760,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500127,  Location: 0.2mi N of Leon County (Lat: 30.555039,  Lng: -84.385000),  Route carried "on" structure: US 27,  Year Built: 2001,  Status: Open,  Structure Length: 41.59m (136.45ft),  Average Daily Traffic: 8,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,181 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.243,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500151,  Location: 4.5 Miles E. of SR12 (Lat: 30.553758,  Lng: -84.514325),  Route carried "on" structure: US 90,  Year Built: 2015,  Status: Open,  Structure Length: 13.30m (43.64ft),  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,232 (year 2042),  Design Load: HL 93,  Features Intersected: Little River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.265,  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: 4,  Length of Maximum Span: 33.6m (110.2ft),  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: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: Febuary 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 500152,  Location: 4.5 Miles E. of SR12 (Lat: 30.553533,  Lng: -84.514222),  Route carried "on" structure: US 90,  Year Built: 2015,  Status: Open,  Structure Length: 13.30m (43.64ft),  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,232 (year 2042),  Design Load: HL 93,  Features Intersected: Little River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.265,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.6m (110.2ft),  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: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 500153,  Location: 0.1 Mi E. of Little River (Lat: 30.553472,  Lng: -84.510639),  Route carried "on" structure: US 90,  Year Built: 2015,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,232 (year 2042),  Design Load: HL 93,  Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.681,  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: 1,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 500154,  Location: 4.6 miles east of SR12 (Lat: 30.553236,  Lng: -84.510436),  Route carried "on" structure: US 90,  Year Built: 2015,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,232 (year 2042),  Design Load: HL 93,  Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.681,  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: 1,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 500803,  Location: 0.73 Mi E of Central Road (Lat: 30.469556,  Lng: -84.463139),  Route carried "on" structure: State lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25 (year 2019),  Average Future Daily Traffic: 43 (year 2039),  Design Load: H 20,  Features Intersected: Hunter Creek,  Facility Carried by Structure: New Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.176,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Open Grating

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Structure Number: 500804,  Location: 0.94 Mi E Cattle Gap Road (Lat: 30.462778,  Lng: -84.521944),  Route carried "on" structure: State lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25 (year 2018),  Average Future Daily Traffic: 43 (year 2038),  Design Load: H 20,  Features Intersected: Mule Creek,  Facility Carried by Structure: Deer Pen Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.511,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Open Grating

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Structure Number: 500805,  Location: 2.4 Mi S CR268 (Lat: 30.470167,  Lng: -84.439444),  Route carried "on" structure: State lands road ,  Year Built: 2009,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43 (year 2040),  Features Intersected: Gully Branch,  Facility Carried by Structure: New Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.898,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 16.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Open Grating

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Structure Number: 50092,  Location: 0.3Mi. West of Leon Co. (Lat: 30.478392,  Lng: -84.413578),  Route carried "on" structure: US 90,  Year Built: 1971,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.936,  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: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 504051,  Location: 2.0 Mi South of US10/SR8 (Lat: 30.512144,  Lng: -84.521239),  Route carried "on" structure: County highway 268,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,160 (year 2040),  Features Intersected: Unnamed Sinkhole
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 550016,  Location: Gadsden-Leon Co. Line (Lat: 30.473950,  Lng: -84.407861),  Route carried "on" structure: US 90,  Year Built: 1971,  Status: Open,  Structure Length: 23.61m (77.46ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55005,  Location: Gadsden-Leon Co. Line (Lat: 30.485208,  Lng: -84.396803),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 36.88m (121.00ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 18,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 550089,  Location: Gadsden-Leon Co Line (Lat: 30.484961,  Lng: -84.396861),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 36.88m (121.00ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,531 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 18,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 550127,  Location: Gadsden-Leon Co. Line (Lat: 30.473831,  Lng: -84.407992),  Route carried "on" structure: US 90,  Year Built: 1995,  Status: Open,  Structure Length: 24.14m (79.20ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HS 20,  Features Intersected: Ochlockonee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.9m (71.9ft),  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: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 550801,  Location: 1.5 Mi West of Geddie Rd (Lat: 30.453472,  Lng: -84.422333),  Route carried "on" structure: State lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25 (year 2019),  Average Future Daily Traffic: 43 (year 2039),  Design Load: H 20,  Features Intersected: GW Creek,  Facility Carried by Structure: Turkey Flat Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.155,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Open Grating

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Structure Number: 550802,  Location: 0.17 Mi N of Stoneler Rd (Lat: 30.512194,  Lng: -84.381528),  Route carried "on" structure: State lands road ,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25 (year 2018),  Average Future Daily Traffic: 43 (year 2038),  Design Load: H 20,  Features Intersected: Megan Creek,  Facility Carried by Structure: Old Cemetery Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Open Grating

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Structure Number: 550803,  Location: 0.9 Mi West of Geddie Rd (Lat: 30.454139,  Lng: -84.411889),  Route carried "on" structure: State lands road ,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2037),  Design Load: HS 20,  Features Intersected: Beaver Dam Creek,  Facility Carried by Structure: Beaver Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.039,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Open Grating

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Structure Number: 580173,  Location: 0.7mi. North of U.S. 98 (Lat: 30.397161,  Lng: -87.073267),  Route carried "on" structure: State highway 281,  Year Built: 1999,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 3,200 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,552 (year 2034),  Design Load: HS 20,  Features Intersected: Redfish Point Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.077,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 63.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 584093,  Location: 0.25 Mi South of US 98 (Lat: 30.373264,  Lng: -87.113589),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HS 20,  Features Intersected: Inlet,  Facility Carried by Structure: Gondolier Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 80.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 584193,  Location: 0.9 MI S of US 98 (Lat: 30.394444,  Lng: -86.956111),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 87 (year 2042),  Design Load: HS 20,  Features Intersected: Slough,  Facility Carried by Structure: Winding Shore Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 500052,  Location: 11 Miles East of Quincy (Lat: 30.489986,  Lng: -84.425725),  Route carried "under" structure: US 90,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 10%,  Features Intersected: US90 SR10,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 19.230,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 500054,  Location: 11 Miles East of Quincy (Lat: 30.489650,  Lng: -84.425533),  Route carried "under" structure: US 90,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 10%,  Features Intersected: US90 SR10,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 19.274,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 500102,  Location: 2.0MI West of US90 SR10 (Lat: 30.501881,  Lng: -84.455953),  Route carried "under" structure: Interstate 10,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,226 (year 2020),  Truck Traffic: 24%,  Features Intersected: I10 SR8,  Facility Carried by Structure: CR159
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 48.015,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 580173,  Location: 0.7mi. North of U.S. 98 (Lat: 30.397161,  Lng: -87.073267),  Route carried "under" structure: County highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 1%,  Features Intersected: Redfish Point Road,  Facility Carried by Structure: SR 281
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)