Bridge Statistics for Berrydale, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 85ft / 25.9mTotal length
- 4,095Total average daily traffic
- 615Total average daily truck traffic
- 7,047Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Berrydale
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11980-1989
- 71990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 70.0%Good
- 30.0%Satisfactory
- Bridge Condition - Channel
- 8.3%Very good
- 25.0%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 70015, Location: 6 MI WEST OF CR-833 (Lat: 26.605422, Lng: -81.225047), Route carried "on" structure: County highway 832, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2041), Features Intersected: GREGS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 70015, Location: 6 MI WEST OF CR-833 (Lat: 26.605422, Lng: -81.225047), Route carried "on" structure: County highway 832, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2041), Features Intersected: GREGS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 580036, Location: 0.9 East of SR87 (Lat: 30.899500, Lng: -87.022250), Route carried "on" structure: State highway 4, Year Built: 1956, Year Reconstructed: 1999, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,576 (year 2042), Design Load: HS 20+Mod, Features Intersected: Manning Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.543, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: June 2020
Structure Number: 580036, Location: 0.9 East of SR87 (Lat: 30.899500, Lng: -87.022250), Route carried "on" structure: State highway 4, Year Built: 1956, Year Reconstructed: 1999, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,576 (year 2042), Design Load: HS 20+Mod, Features Intersected: Manning Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.543, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: June 2020
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Structure Number: 580104, Location: 1.2Mi. West of SR87 (Lat: 30.920922, Lng: -87.048064), Route carried "on" structure: State highway 4, Year Built: 1993, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,689 (year 2042), Design Load: HS 20, Features Intersected: Juniper Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.007, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580104, Location: 1.2Mi. West of SR87 (Lat: 30.920922, Lng: -87.048064), Route carried "on" structure: State highway 4, Year Built: 1993, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,689 (year 2042), Design Load: HS 20, Features Intersected: Juniper Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.007, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58081, Location: 0.4 Mi E of McDaniels Rd (Lat: 30.914133, Lng: -86.964500), Route carried "on" structure: State lands road , Year Built: 1998, Status: Posted for load-capacity, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 174 (year 2042), Design Load: HS 20, Features Intersected: Dixon Creek#1, Facility Carried by Structure: Simmons Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.540, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Wood or Timber
Structure Number: 58081, Location: 0.4 Mi E of McDaniels Rd (Lat: 30.914133, Lng: -86.964500), Route carried "on" structure: State lands road , Year Built: 1998, Status: Posted for load-capacity, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 174 (year 2042), Design Load: HS 20, Features Intersected: Dixon Creek#1, Facility Carried by Structure: Simmons Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.540, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Wood or Timber
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Structure Number: 580811, Location: 0.8Mi E of Gordon Landing (Lat: 30.869347, Lng: -86.976375), Route carried "on" structure: State lands road , Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 130 (year 2042), Design Load: HS 20, Features Intersected: Surveyors Creek, Facility Carried by Structure: Friendship Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Wood or Timber
Structure Number: 580811, Location: 0.8Mi E of Gordon Landing (Lat: 30.869347, Lng: -86.976375), Route carried "on" structure: State lands road , Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 130 (year 2042), Design Load: HS 20, Features Intersected: Surveyors Creek, Facility Carried by Structure: Friendship Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Wood or Timber
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Structure Number: 580814, Location: 2.1 Mi North of Hwy 4 (Lat: 30.909144, Lng: -86.967694), Route carried "on" structure: State lands road , Year Built: 2001, Status: Posted for load-capacity, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 130 (year 2042), Design Load: HS 20, Features Intersected: Pringle Branch, Facility Carried by Structure: McDaniels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Wood or Timber
Structure Number: 580814, Location: 2.1 Mi North of Hwy 4 (Lat: 30.909144, Lng: -86.967694), Route carried "on" structure: State lands road , Year Built: 2001, Status: Posted for load-capacity, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 130 (year 2042), Design Load: HS 20, Features Intersected: Pringle Branch, Facility Carried by Structure: McDaniels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Wood or Timber
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Structure Number: 584042, Location: 0.37 Mi North of FL 4 (Lat: 30.891272, Lng: -86.967447), Route carried "on" structure: State lands road , Year Built: 1983, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HS 20, Features Intersected: Short Creek, Facility Carried by Structure: McDaniels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Wood or Timber
Structure Number: 584042, Location: 0.37 Mi North of FL 4 (Lat: 30.891272, Lng: -86.967447), Route carried "on" structure: State lands road , Year Built: 1983, Status: Posted for load-capacity, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HS 20, Features Intersected: Short Creek, Facility Carried by Structure: McDaniels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Wood or Timber
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Structure Number: 584134, Location: 0.9 Mi West of Lewis Rd (Lat: 30.881553, Lng: -87.030297), Route carried "on" structure: County highway 399, Year Built: 1990, Status: Posted for load, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Whitfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
Structure Number: 584134, Location: 0.9 Mi West of Lewis Rd (Lat: 30.881553, Lng: -87.030297), Route carried "on" structure: County highway 399, Year Built: 1990, Status: Posted for load, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Whitfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
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Structure Number: 584135, Location: 0.7 Mi West of Lewis Rd (Lat: 30.881697, Lng: -87.027878), Route carried "on" structure: County highway 399, Year Built: 1990, Status: Posted for load, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Whitfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 17.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
Structure Number: 584135, Location: 0.7 Mi West of Lewis Rd (Lat: 30.881697, Lng: -87.027878), Route carried "on" structure: County highway 399, Year Built: 1990, Status: Posted for load, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Manning Creek, Facility Carried by Structure: Whitfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.329, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 17.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
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Structure Number: 58414, Location: 1.2 Mi West of Hwy 4 (Lat: 30.909786, Lng: -87.055492), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 174 (year 2042), Features Intersected: Juniper Creek, Facility Carried by Structure: Hall Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
Structure Number: 58414, Location: 1.2 Mi West of Hwy 4 (Lat: 30.909786, Lng: -87.055492), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 174 (year 2042), Features Intersected: Juniper Creek, Facility Carried by Structure: Hall Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
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Structure Number: 58417, Location: 4.01 Mi South of SR 4 (Lat: 30.847000, Lng: -86.983806), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Coldwater Creek, Facility Carried by Structure: Gordon Land Road
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58417, Location: 4.01 Mi South of SR 4 (Lat: 30.847000, Lng: -86.983806), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Coldwater Creek, Facility Carried by Structure: Gordon Land Road
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 584221, Location: 1.7 Mi South of SR 4 (Lat: 30.929667, Lng: -87.081833), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Clear Branch, Facility Carried by Structure: Jack Floyd Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: December 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 584221, Location: 1.7 Mi South of SR 4 (Lat: 30.929667, Lng: -87.081833), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Clear Branch, Facility Carried by Structure: Jack Floyd Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: December 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place