Bridge Statistics for Wauchula, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 141ft / 43.2mTotal length
- 35,843Total average daily traffic
- 5,473Total average daily truck traffic
- 62,248Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wauchula
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 51960-1969
- 51970-1979
- 11980-1989
- 21990-1999
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 33.3%Good
- 20.0%Satisfactory
- 46.7%Fair
- Bridge Condition - Culverts
- 11.1%Good
- 88.9%Satisfactory
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Structure Number: 60011, Location: 0.2 MI E OF CR-663 (Lat: 27.594842, Lng: -81.941483), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,154 (year 2042), Design Load: HS 20+Mod, Features Intersected: SHIRTTAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: January 2022
Structure Number: 60011, Location: 0.2 MI E OF CR-663 (Lat: 27.594842, Lng: -81.941483), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,154 (year 2042), Design Load: HS 20+Mod, Features Intersected: SHIRTTAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: January 2022
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Structure Number: 60012, Location: 1.1 MI E OF N CR-663 (Lat: 27.594814, Lng: -81.926883), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,154 (year 2042), Design Load: H 20, Features Intersected: DOE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021
Structure Number: 60012, Location: 1.1 MI E OF N CR-663 (Lat: 27.594814, Lng: -81.926883), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,154 (year 2042), Design Load: H 20, Features Intersected: DOE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021
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Structure Number: 60017, Location: 1.6 MI W OF CR-664A (Lat: 27.575739, Lng: -81.804472), Route carried "on" structure: Alternate County highway 664A, Year Built: 1954, Status: Posted for load-capacity, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,649 (year 2041), Design Load: H 15, Features Intersected: PEACE RIVER, Facility Carried by Structure: HEARD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60017, Location: 1.6 MI W OF CR-664A (Lat: 27.575739, Lng: -81.804472), Route carried "on" structure: Alternate County highway 664A, Year Built: 1954, Status: Posted for load-capacity, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,649 (year 2041), Design Load: H 15, Features Intersected: PEACE RIVER, Facility Carried by Structure: HEARD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60028, Location: 3.6 MI EAST OF US-17 (Lat: 27.551417, Lng: -81.751256), Route carried "on" structure: State highway 636, Year Built: 1932, Year Reconstructed: 1982, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: H 15, Features Intersected: MAX BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 60028, Location: 3.6 MI EAST OF US-17 (Lat: 27.551417, Lng: -81.751256), Route carried "on" structure: State highway 636, Year Built: 1932, Year Reconstructed: 1982, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: H 15, Features Intersected: MAX BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 6003, Location: 0.9 MI S OF SR-636 (Lat: 27.540761, Lng: -81.791978), Route carried "on" structure: County highway 652, Year Built: 1970, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: H 20, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.452, 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: 6, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6003, Location: 0.9 MI S OF SR-636 (Lat: 27.540761, Lng: -81.791978), Route carried "on" structure: County highway 652, Year Built: 1970, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: H 20, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.452, 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: 6, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60038, Location: 0.2 MI S OF STENSTROM RD (Lat: 27.530042, Lng: -81.817603), Route carried "on" structure: Alternate County highway 35A, Year Built: 1970, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,525 (year 2041), Design Load: H 15, Features Intersected: THOMPSON BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), 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: Fair, Culverts: Satisfactory, Inventory Rating: 63.0 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: Febuary 2021
Structure Number: 60038, Location: 0.2 MI S OF STENSTROM RD (Lat: 27.530042, Lng: -81.817603), Route carried "on" structure: Alternate County highway 35A, Year Built: 1970, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,525 (year 2041), Design Load: H 15, Features Intersected: THOMPSON BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), 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: Fair, Culverts: Satisfactory, Inventory Rating: 63.0 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: Febuary 2021
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Structure Number: 6004, Location: 0.3 MI E OF CR-664A (Lat: 27.587781, Lng: -81.770917), Route carried "on" structure: County highway 664B, Year Built: 1961, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 20, Features Intersected: LITTLE CHARLIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6004, Location: 0.3 MI E OF CR-664A (Lat: 27.587781, Lng: -81.770917), Route carried "on" structure: County highway 664B, Year Built: 1961, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 20, Features Intersected: LITTLE CHARLIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60041, Location: 0.7 MI S OF CR-664A (Lat: 27.577725, Lng: -81.760369), Route carried "on" structure: County highway 664B, Year Built: 1970, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 868 (year 2042), Design Load: H 15, Features Intersected: LAKE DALE BRANCH, Facility Carried by Structure: COWART RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 60041, Location: 0.7 MI S OF CR-664A (Lat: 27.577725, Lng: -81.760369), Route carried "on" structure: County highway 664B, Year Built: 1970, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 868 (year 2042), Design Load: H 15, Features Intersected: LAKE DALE BRANCH, Facility Carried by Structure: COWART RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 60054, Location: 1.1MI EAST OF US-17 (Lat: 27.550536, Lng: -81.793622), Route carried "on" structure: Alternate State highway 64A, Year Built: 1999, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,624 (year 2042), Design Load: HS 25 or greater, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 60054, Location: 1.1MI EAST OF US-17 (Lat: 27.550536, Lng: -81.793622), Route carried "on" structure: Alternate State highway 64A, Year Built: 1999, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,624 (year 2042), Design Load: HS 25 or greater, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6091, Location: 4.5 MI E OF DUETTE RD (Lat: 27.595083, Lng: -82.029944), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 6,593 (year 2042), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021
Structure Number: 6091, Location: 4.5 MI E OF DUETTE RD (Lat: 27.595083, Lng: -82.029944), Route carried "on" structure: State highway 62, Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 6,593 (year 2042), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: December 2021
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Structure Number: 64047, Location: 0.1MILE W OF CR-35A (Lat: 27.532797, Lng: -81.819956), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,342 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,798 (year 2042), Design Load: HS 20, Features Intersected: HOG BRANCH, Facility Carried by Structure: STENSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64047, Location: 0.1MILE W OF CR-35A (Lat: 27.532797, Lng: -81.819956), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,342 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,798 (year 2042), Design Load: HS 20, Features Intersected: HOG BRANCH, Facility Carried by Structure: STENSTROM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64054, Location: 1 MI N OF CR-650 (Lat: 27.568692, Lng: -81.743900), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: HS 20, Features Intersected: LAKE BRANCH, Facility Carried by Structure: N HOLLAND TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.894, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64054, Location: 1 MI N OF CR-650 (Lat: 27.568692, Lng: -81.743900), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: HS 20, Features Intersected: LAKE BRANCH, Facility Carried by Structure: N HOLLAND TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.894, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6408, Location: 1.4 MI W OF CR 64A (Lat: 27.576775, Lng: -81.803400), Route carried "on" structure: County highway 664A, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,649 (year 2041), Features Intersected: PEACE RIVER, Facility Carried by Structure: HEARD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Underwater Inspection Frequency: Every 23 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
Structure Number: 6408, Location: 1.4 MI W OF CR 64A (Lat: 27.576775, Lng: -81.803400), Route carried "on" structure: County highway 664A, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,649 (year 2041), Features Intersected: PEACE RIVER, Facility Carried by Structure: HEARD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Underwater Inspection Frequency: Every 23 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021
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Structure Number: 64082, Location: 0.4 MI NOF SR-64A (Lat: 27.557394, Lng: -81.776700), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 672 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,166 (year 2042), Features Intersected: MAX BRANCH, Facility Carried by Structure: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 64082, Location: 0.4 MI NOF SR-64A (Lat: 27.557394, Lng: -81.776700), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 672 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,166 (year 2042), Features Intersected: MAX BRANCH, Facility Carried by Structure: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 64106, Location: 0.7MI SOUTH OF GRIFFIN RD (Lat: 27.531361, Lng: -81.768447), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 679 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,178 (year 2042), Features Intersected: GREEN STREAM, Facility Carried by Structure: MANLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: March 2021
Structure Number: 64106, Location: 0.7MI SOUTH OF GRIFFIN RD (Lat: 27.531361, Lng: -81.768447), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 679 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,178 (year 2042), Features Intersected: GREEN STREAM, Facility Carried by Structure: MANLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: March 2021