Bridge Statistics for Aucilla, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 253ft / 76.9mTotal length
- 96,512Total average daily traffic
- 26,724Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Aucilla
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 21950-1959
- 91970-1979
- 21990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 350001, Location: ON THE MADISON CO. LINE (Lat: 30.492222, Lng: -83.730833), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1954, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,776 (year 2042), Features Intersected: AUCILLA 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: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 9.5m (31.2ft)), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350001, Location: ON THE MADISON CO. LINE (Lat: 30.492222, Lng: -83.730833), Route carried "on" structure: US 90, Year Built: 1928, Year Reconstructed: 1954, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,776 (year 2042), Features Intersected: AUCILLA 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: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 9.5m (31.2ft)), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350002, Location: 1.4 MI.E.OF JEFFERSON CO. (Lat: 30.490639, Lng: -83.708731), Route carried "on" structure: US 90, Year Built: 1955, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20, Features Intersected: LITTLE AUCILLA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.184, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 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: 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350002, Location: 1.4 MI.E.OF JEFFERSON CO. (Lat: 30.490639, Lng: -83.708731), Route carried "on" structure: US 90, Year Built: 1955, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: HS 20, Features Intersected: LITTLE AUCILLA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.184, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 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: 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 350038, Location: AT JEFFERSON CO. LINE (Lat: 30.445556, Lng: -83.724444), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,218 (year 2042), Design Load: HS 20+Mod, Features Intersected: AUCILLA 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: 11.7m (38.4ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 14.2m (46.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 350038, Location: AT JEFFERSON CO. LINE (Lat: 30.445556, Lng: -83.724444), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,218 (year 2042), Design Load: HS 20+Mod, Features Intersected: AUCILLA 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: 11.7m (38.4ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 14.2m (46.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 350055, Location: AT JEFFERSON CO. LINE (Lat: 30.445286, Lng: -83.724436), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,218 (year 2042), Design Load: HS 20+Mod, Features Intersected: AUCILLA 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: 11.7m (38.4ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 350055, Location: AT JEFFERSON CO. LINE (Lat: 30.445286, Lng: -83.724436), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,218 (year 2042), Design Load: HS 20+Mod, Features Intersected: AUCILLA 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: 11.7m (38.4ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540013, Location: 1.5miles South of Aucilla (Lat: 30.455467, Lng: -83.762633), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: CR257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.462, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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, Underclear: Equal to present minimum 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
Structure Number: 540013, Location: 1.5miles South of Aucilla (Lat: 30.455467, Lng: -83.762633), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: CR257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.462, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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, Underclear: Equal to present minimum 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: 540015, Location: 1.5 Miles E of SR257 (Lat: 30.445417, Lng: -83.737972), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 25,144 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 43,625 (year 2042), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.124, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 540015, Location: 1.5 Miles E of SR257 (Lat: 30.445417, Lng: -83.737972), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 25,144 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 43,625 (year 2042), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.124, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 540018, Location: 1.0 Mi North of I10/SR8 (Lat: 30.467150, Lng: -83.761408), Route carried "on" structure: County highway 257, Year Built: 1940, Year Reconstructed: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 990 (year 2039), Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 540018, Location: 1.0 Mi North of I10/SR8 (Lat: 30.467150, Lng: -83.761408), Route carried "on" structure: County highway 257, Year Built: 1940, Year Reconstructed: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 990 (year 2039), Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 540036, Location: 1.5 Miles S of Aucilla (Lat: 30.455200, Lng: -83.762636), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: CR257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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, Underclear: Equal to present minimum 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
Structure Number: 540036, Location: 1.5 Miles S of Aucilla (Lat: 30.455200, Lng: -83.762636), Route carried "on" structure: Interstate 10, Year Built: 1973, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,250 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 17,784 (year 2042), Design Load: HS 20, Features Intersected: CR257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.462, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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, Underclear: Equal to present minimum 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: 54004, Location: 2.15 Miles West of CR 257 (Lat: 30.491528, Lng: -83.786667), Route carried "on" structure: County highway 158, Year Built: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 825 (year 2039), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020
Structure Number: 54004, Location: 2.15 Miles West of CR 257 (Lat: 30.491528, Lng: -83.786667), Route carried "on" structure: County highway 158, Year Built: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 825 (year 2039), Design Load: HS 20, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020
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Structure Number: 540042, Location: 3.9 Mi E. OF US19 SR57 (Lat: 30.472411, Lng: -83.823369), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 360 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2034), Design Load: HS 20, Features Intersected: I10 SR8, Facility Carried by Structure: Turkey Scratch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.753, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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
Structure Number: 540042, Location: 3.9 Mi E. OF US19 SR57 (Lat: 30.472411, Lng: -83.823369), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 360 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2034), Design Load: HS 20, Features Intersected: I10 SR8, Facility Carried by Structure: Turkey Scratch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.753, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: 540201, Location: 8.8 MI E of US19/SR57 (Lat: 30.496056, Lng: -83.742417), Route carried "on" structure: US 90, Year Built: 2021, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,950 (year 2042), Design Load: HL 93, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal 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: August 2021
Structure Number: 540201, Location: 8.8 MI E of US19/SR57 (Lat: 30.496056, Lng: -83.742417), Route carried "on" structure: US 90, Year Built: 2021, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,950 (year 2042), Design Load: HL 93, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal 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: August 2021
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Structure Number: 544069, Location: 0.7 Mi South of US90/SR10 (Lat: 30.513389, Lng: -83.794639), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 302 (year 2039), Features Intersected: Wolf Creek, Facility Carried by Structure: Big Joe Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, 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: Febuary 2020, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021
Structure Number: 544069, Location: 0.7 Mi South of US90/SR10 (Lat: 30.513389, Lng: -83.794639), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 302 (year 2039), Features Intersected: Wolf Creek, Facility Carried by Structure: Big Joe Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, 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: Febuary 2020, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021
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Structure Number: 544075, Location: 1.8 Miles South I-10/SR8 (Lat: 30.433867, Lng: -83.772006), Route carried "on" structure: County highway 257, Year Built: 1997, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 715 (year 2039), Design Load: HS 25 or greater, Features Intersected: Raysor Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 544075, Location: 1.8 Miles South I-10/SR8 (Lat: 30.433867, Lng: -83.772006), Route carried "on" structure: County highway 257, Year Built: 1997, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 715 (year 2039), Design Load: HS 25 or greater, Features Intersected: Raysor Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 544084, Location: 0.9 Miles East of CR 257 (Lat: 30.428225, Lng: -83.764250), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HL 93, Features Intersected: Wolf Creek, Facility Carried by Structure: Ed Bishop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 544084, Location: 0.9 Miles East of CR 257 (Lat: 30.428225, Lng: -83.764250), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HL 93, Features Intersected: Wolf Creek, Facility Carried by Structure: Ed Bishop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 540013, Location: 1.5miles South of Aucilla (Lat: 30.455467, Lng: -83.762633), Route carried "under" structure: County highway 257, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 11%, Features Intersected: CR257, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 23.284, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.8m (68.2ft)
Structure Number: 540013, Location: 1.5miles South of Aucilla (Lat: 30.455467, Lng: -83.762633), Route carried "under" structure: County highway 257, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 11%, Features Intersected: CR257, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 23.284, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.8m (68.2ft)
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Structure Number: 540036, Location: 1.5 Miles S of Aucilla (Lat: 30.455200, Lng: -83.762636), Route carried "under" structure: County highway 257, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 773 (year 2010), Truck Traffic: 11%, Features Intersected: CR257, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.8m (68.2ft)
Structure Number: 540036, Location: 1.5 Miles S of Aucilla (Lat: 30.455200, Lng: -83.762636), Route carried "under" structure: County highway 257, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 773 (year 2010), Truck Traffic: 11%, Features Intersected: CR257, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.8m (68.2ft)
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Structure Number: 540042, Location: 3.9 Mi E. OF US19 SR57 (Lat: 30.472411, Lng: -83.823369), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2020), Truck Traffic: 32%, Features Intersected: I10 SR8, Facility Carried by Structure: Turkey Scratch Rd
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 21.353, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 540042, Location: 3.9 Mi E. OF US19 SR57 (Lat: 30.472411, Lng: -83.823369), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 20,500 (year 2020), Truck Traffic: 32%, Features Intersected: I10 SR8, Facility Carried by Structure: Turkey Scratch Rd
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 21.353, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)