Bridge Statistics for Wewahitchka, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 157ft / 48.4mTotal length
- 17,731Total average daily traffic
- 2,099Total average daily truck traffic
- 25,720Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wewahitchka
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 21960-1969
- 61990-1999
- 12000-2009
- Bridge Condition - Deck
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Channel
- 7.7%Very good
- 15.4%Good
- 46.2%Satisfactory
- 30.8%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 510004, Location: 2.1 Miles East of SR 71 (Lat: 30.127439, Lng: -85.176897), Route carried "on" structure: County highway 22, Year Built: 1960, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 414 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 455 (year 2040), Design Load: HL 93, Features Intersected: Dead Lakes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 510004, Location: 2.1 Miles East of SR 71 (Lat: 30.127439, Lng: -85.176897), Route carried "on" structure: County highway 22, Year Built: 1960, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 414 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 455 (year 2040), Design Load: HL 93, Features Intersected: Dead Lakes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 510011, Location: 1.4 Miles East of SR 71 (Lat: 30.124225, Lng: -85.187589), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut-Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Structure Number: 510011, Location: 1.4 Miles East of SR 71 (Lat: 30.124225, Lng: -85.187589), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut-Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
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Structure Number: 510013, Location: 1.5 Miles East of SR 71 (Lat: 30.125422, Lng: -85.186244), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut-Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Structure Number: 510013, Location: 1.5 Miles East of SR 71 (Lat: 30.125422, Lng: -85.186244), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut-Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
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Structure Number: 510031, Location: 1.2 Miles East of SR 71 (Lat: 30.121167, Lng: -85.189125), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: Febuary 2021
Structure Number: 510031, Location: 1.2 Miles East of SR 71 (Lat: 30.121167, Lng: -85.189125), Route carried "on" structure: County highway 22, Year Built: 1951, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,760 (year 2039), Features Intersected: Chipola Cut Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: Febuary 2021
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Structure Number: 510037, Location: 1.2 Mi S. of Wewahitchka (Lat: 30.071019, Lng: -85.193556), Route carried "on" structure: State highway 71, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: Tom Smith Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021
Structure Number: 510037, Location: 1.2 Mi S. of Wewahitchka (Lat: 30.071019, Lng: -85.193556), Route carried "on" structure: State highway 71, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: Tom Smith Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021
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Structure Number: 510049, Location: 2.5 Miles West of SR 71 (Lat: 30.074194, Lng: -85.231750), Route carried "on" structure: County highway 386, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,210 (year 2040), Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022
Structure Number: 510049, Location: 2.5 Miles West of SR 71 (Lat: 30.074194, Lng: -85.231750), Route carried "on" structure: County highway 386, Year Built: 1949, Year Reconstructed: 1986, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,210 (year 2040), Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022
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Structure Number: 510063, Location: 7.3 mi. South of SR73 (Lat: 30.130547, Lng: -85.206497), Route carried "on" structure: State highway 71, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 9,022 (year 2042), Design Load: HS 20, Features Intersected: West Arm Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.013, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 510063, Location: 7.3 mi. South of SR73 (Lat: 30.130547, Lng: -85.206497), Route carried "on" structure: State highway 71, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 9,022 (year 2042), Design Load: HS 20, Features Intersected: West Arm Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.013, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 514019, Location: 0.5 Mi N Stone Mill Ck Rd (Lat: 30.171103, Lng: -85.253575), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load-capacity, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 770 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20, Features Intersected: Right Prong Creek, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 514019, Location: 0.5 Mi N Stone Mill Ck Rd (Lat: 30.171103, Lng: -85.253575), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load-capacity, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 770 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 840 (year 2040), Design Load: HS 20, Features Intersected: Right Prong Creek, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 514053, Location: 2.0 Miles East of SR 71 (Lat: 30.127278, Lng: -85.178500), Route carried "on" structure: County highway 22, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 385 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 424 (year 2039), Features Intersected: Chipola River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
Structure Number: 514053, Location: 2.0 Miles East of SR 71 (Lat: 30.127278, Lng: -85.178500), Route carried "on" structure: County highway 22, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 385 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 424 (year 2039), Features Intersected: Chipola River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021
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Structure Number: 514055, Location: 0.7 Miles South of CR22 (Lat: 30.108944, Lng: -85.180944), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: Cochran Slough, Facility Carried by Structure: Canning Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 514055, Location: 0.7 Miles South of CR22 (Lat: 30.108944, Lng: -85.180944), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: Cochran Slough, Facility Carried by Structure: Canning Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 514056, Location: 1.0 Miles South of CR 22 (Lat: 30.104747, Lng: -85.179542), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 33 (year 2020), Average Future Daily Traffic: 36 (year 2040), Features Intersected: Cochran Slough, Facility Carried by Structure: Canning Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 514056, Location: 1.0 Miles South of CR 22 (Lat: 30.104747, Lng: -85.179542), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 33 (year 2020), Average Future Daily Traffic: 36 (year 2040), Features Intersected: Cochran Slough, Facility Carried by Structure: Canning Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 514058, Location: 2.0 Miles North of SR 22 (Lat: 30.165167, Lng: -85.248972), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 363 (year 2038), Features Intersected: Stone Mill Creek, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 514058, Location: 2.0 Miles North of SR 22 (Lat: 30.165167, Lng: -85.248972), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 363 (year 2038), Features Intersected: Stone Mill Creek, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.240, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 514061, Location: 1.3 Miles West of SR 71 (Lat: 30.157497, Lng: -85.230264), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 49 (year 2040), Features Intersected: Stone Mill Creek, Facility Carried by Structure: S Dianna Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.739, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 514061, Location: 1.3 Miles West of SR 71 (Lat: 30.157497, Lng: -85.230264), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 49 (year 2040), Features Intersected: Stone Mill Creek, Facility Carried by Structure: S Dianna Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.739, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous