Bridge Statistics for Lawtey, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 105ft / 31.8mTotal length
- $1,928,000Total costs
- 150,632Total average daily traffic
- 31,696Total average daily truck traffic
- 256,973Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lawtey
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 61960-1969
- 11970-1979
- 31980-1989
- 61990-1999
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 41970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 66.7%Good
- 16.7%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 35.0%Good
- 50.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 36005, Location: 0.4MI S OF CR-953 (Lat: 25.951944, Lng: -81.730333), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 24,760 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 38,580 (year 2042), Design Load: HL 93, Features Intersected: SMOKEHOUSE BAY, Facility Carried by Structure: COLLIER BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 36005, Location: 0.4MI S OF CR-953 (Lat: 25.951944, Lng: -81.730333), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 24,760 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 38,580 (year 2042), Design Load: HL 93, Features Intersected: SMOKEHOUSE BAY, Facility Carried by Structure: COLLIER BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.815, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100512, Location: 0.5 MI W OF DALE MABRY (Lat: 28.134356, Lng: -82.510389), Route carried "on" structure: Spur State highway 568, Year Built: 1994, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,844 (year 2042), Design Load: HS 20+Mod, Features Intersected: CALUSA TRACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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 Cast-file-Place
Structure Number: 100512, Location: 0.5 MI W OF DALE MABRY (Lat: 28.134356, Lng: -82.510389), Route carried "on" structure: Spur State highway 568, Year Built: 1994, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,844 (year 2042), Design Load: HS 20+Mod, Features Intersected: CALUSA TRACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.064, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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 Cast-file-Place
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Structure Number: 155001, Location: 200YD W of EAGLES NEST DR (Lat: 27.927069, Lng: -82.820272), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1984, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 468 (year 2042), Design Load: HL 93, Features Intersected: ROTHS CANAL, Facility Carried by Structure: NORTH PINE CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 7.8m (25.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 155001, Location: 200YD W of EAGLES NEST DR (Lat: 27.927069, Lng: -82.820272), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1984, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 468 (year 2042), Design Load: HL 93, Features Intersected: ROTHS CANAL, Facility Carried by Structure: NORTH PINE CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 7.8m (25.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 155003, Location: 1MI SW OF INDIAN ROCKS R (Lat: 27.936553, Lng: -82.813269), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,603 (year 2042), Design Load: HS 20, Features Intersected: EXOTIC CREEK, Facility Carried by Structure: BAYVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.3m (50.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 155003, Location: 1MI SW OF INDIAN ROCKS R (Lat: 27.936553, Lng: -82.813269), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,603 (year 2042), Design Load: HS 20, Features Intersected: EXOTIC CREEK, Facility Carried by Structure: BAYVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.3m (50.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 155004, Location: 250YD E OF INDIAN ROCKS D (Lat: 27.941467, Lng: -82.801817), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 347 (year 2042), Design Load: HS 20, Features Intersected: IKES CREEK, Facility Carried by Structure: OVERBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 155004, Location: 250YD E OF INDIAN ROCKS D (Lat: 27.941467, Lng: -82.801817), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 347 (year 2042), Design Load: HS 20, Features Intersected: IKES CREEK, Facility Carried by Structure: OVERBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 280007, Location: 6.1 MI. N. OF SR-16 (Lat: 30.030667, Lng: -82.078322), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 15, Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.152, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2022
Structure Number: 280007, Location: 6.1 MI. N. OF SR-16 (Lat: 30.030667, Lng: -82.078322), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 15, Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.152, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2022
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Structure Number: 280012, Location: 2 MI. N. OF CR-125 (Lat: 30.083972, Lng: -82.062494), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 36,435 (year 2042), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.325, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 280012, Location: 2 MI. N. OF CR-125 (Lat: 30.083972, Lng: -82.062494), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 36,435 (year 2042), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.325, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 280014, Location: 0.8 MI E OF US 301 (Lat: 30.028889, Lng: -82.073611), Route carried "on" structure: County highway 200B, Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 751 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,303 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 280014, Location: 0.8 MI E OF US 301 (Lat: 30.028889, Lng: -82.073611), Route carried "on" structure: County highway 200B, Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 751 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,303 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 280027, Location: 1.3 MI WEST OF US 301 (Lat: 30.055833, Lng: -82.088889), Route carried "on" structure: County highway 125, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 280027, Location: 1.3 MI WEST OF US 301 (Lat: 30.055833, Lng: -82.088889), Route carried "on" structure: County highway 125, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 280051, Location: 3 MI WEST OF US 301 (Lat: 30.047222, Lng: -82.123056), Route carried "on" structure: County highway , Year Built: 1948, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: CR 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.3 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: Equal to present desirable criteria, 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 280051, Location: 3 MI WEST OF US 301 (Lat: 30.047222, Lng: -82.123056), Route carried "on" structure: County highway , Year Built: 1948, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: CR 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.3 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: Equal to present desirable criteria, 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 280052, Location: 2.5 MI WEST OF US 301 (Lat: 30.048889, Lng: -82.114167), Route carried "on" structure: County highway 225, Year Built: 1948, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $60,000, Total Project Cost: $330,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 280052, Location: 2.5 MI WEST OF US 301 (Lat: 30.048889, Lng: -82.114167), Route carried "on" structure: County highway 225, Year Built: 1948, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $60,000, Total Project Cost: $330,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 280053, Location: 4.8 MI. N. OF SR-16 (Lat: 30.018658, Lng: -82.085889), Route carried "on" structure: US 301, Year Built: 1967, Year Reconstructed: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 20, Features Intersected: CRAWFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.636, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020
Structure Number: 280053, Location: 4.8 MI. N. OF SR-16 (Lat: 30.018658, Lng: -82.085889), Route carried "on" structure: US 301, Year Built: 1967, Year Reconstructed: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 20, Features Intersected: CRAWFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.636, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020
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Structure Number: 280054, Location: 0.5 MI. S. OF CR-125 (Lat: 30.051833, Lng: -82.069244), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 20+Mod, Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020
Structure Number: 280054, Location: 0.5 MI. S. OF CR-125 (Lat: 30.051833, Lng: -82.069244), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: HS 20+Mod, Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020
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Structure Number: 280062, Location: 2.3 MI. N. OF LAWTEY (Lat: 30.079631, Lng: -82.064169), Route carried "on" structure: US 301, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 15,008 (year 2042), Design Load: HS 20+Mod, Features Intersected: N.PRONG OF OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.827, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280062, Location: 2.3 MI. N. OF LAWTEY (Lat: 30.079631, Lng: -82.064169), Route carried "on" structure: US 301, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 15,008 (year 2042), Design Load: HS 20+Mod, Features Intersected: N.PRONG OF OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.827, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 280063, Location: 2.3 MI. N. OF LAWTEY (Lat: 30.079569, Lng: -82.064003), Route carried "on" structure: US 301, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 15,008 (year 2042), Design Load: HS 20+Mod, Features Intersected: N.PRONG OF OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.827, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280063, Location: 2.3 MI. N. OF LAWTEY (Lat: 30.079569, Lng: -82.064003), Route carried "on" structure: US 301, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 15,008 (year 2042), Design Load: HS 20+Mod, Features Intersected: N.PRONG OF OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.827, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28091, Location: 1.1 MI. N. OF CR-125 (Lat: 30.072103, Lng: -82.066150), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: H 15, Features Intersected: LAWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.966, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2022
Structure Number: 28091, Location: 1.1 MI. N. OF CR-125 (Lat: 30.072103, Lng: -82.066150), Route carried "on" structure: US 301, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,300 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,016 (year 2042), Design Load: H 15, Features Intersected: LAWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.966, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2022
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Structure Number: 284024, Location: 1.6 MI EAST OF SR 16 (Lat: 30.024278, Lng: -82.123111), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load-capacity, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: OAK CREEK, Facility Carried by Structure: NW 216TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.501, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $52,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 284024, Location: 1.6 MI EAST OF SR 16 (Lat: 30.024278, Lng: -82.123111), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load-capacity, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: OAK CREEK, Facility Carried by Structure: NW 216TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.501, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $52,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 284025, Location: 1.25 MI WEST OF US 301 (Lat: 30.030272, Lng: -82.103242), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: NW 216TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $33,000, Total Project Cost: $242,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 284025, Location: 1.25 MI WEST OF US 301 (Lat: 30.030272, Lng: -82.103242), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: NW 216TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $33,000, Total Project Cost: $242,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 284028, Location: 1.25 MI N OF CR 125 (Lat: 30.073069, Lng: -82.082833), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load-capacity, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 601 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,043 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: NW 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $698,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,047,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 284028, Location: 1.25 MI N OF CR 125 (Lat: 30.073069, Lng: -82.082833), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load-capacity, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 601 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,043 (year 2042), Features Intersected: OLUSTEE CREEK, Facility Carried by Structure: NW 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $698,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,047,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 284032, Location: 1.5 MI WEST OF US 301 (Lat: 30.045889, Lng: -82.097944), Route carried "on" structure: County highway 225, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 284032, Location: 1.5 MI WEST OF US 301 (Lat: 30.045889, Lng: -82.097944), Route carried "on" structure: County highway 225, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: OLUSTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 284035, Location: 0.8 MI SOUTH OF CR 225 (Lat: 30.033897, Lng: -82.080503), Route carried "on" structure: County highway 200A, Year Built: 2021, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,388 (year 2042), Design Load: HL 93, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.3 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 284035, Location: 0.8 MI SOUTH OF CR 225 (Lat: 30.033897, Lng: -82.080503), Route carried "on" structure: County highway 200A, Year Built: 2021, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,388 (year 2042), Design Load: HL 93, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.3 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete