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Bridge Statistics for Berrydale, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 82ft / 25mTotal length
  • 3,739Total average daily traffic
  • 566Total average daily truck traffic
  • 6,008Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Berrydale
  • No street view available for this location

New bridges in Berrydale, FL - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 11980-1989
  • 71990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Truck Traffic in Berrydale, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 20.0%Good
  • 30.0%Satisfactory
  • 40.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 70.0%Good
  • 20.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 80.0%Good
  • 20.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.3%Very good
  • 41.7%Good
  • 41.7%Satisfactory
  • 8.3%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 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 132 (year 2036),  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: 75.0m (246.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  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 2017
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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: 1,456 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,526 (year 2038),  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: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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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: 1,350 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,342 (year 2038),  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: 104.0m (341.2ft),  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: August 2016,  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: 60 (year 2013),  Average Future Daily Traffic: 104 (year 2033),  Design Load: HS 20,  Features Intersected: Dixon Creek#1,  Facility Carried by Structure: Simmons Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.454,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 43.0m (141.1ft),  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: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2017,  Underwater Inspection Date: October 2017,  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 2014),  Average Future Daily Traffic: 86 (year 2034),  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: 55.0m (180.4ft),  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: 0.7m (2.3ft),  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 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Wood or Timber
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Structure Number: 580814,  Location: 2.1MI 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: 60 (year 2014),  Average Future Daily Traffic: 106 (year 2034),  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: 61.0m (200.1ft),  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 2016,  Underwater Inspection Date: November 2016,  Deck Structure Type: Wood or Timber
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Structure Number: 584042,  Location: 0.37 MI N of FL-4 (Lat: 30.891272,  Lng: -86.967447),  Route carried "on" structure: State lands road ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 88 (year 2034),  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: 61.0m (200.1ft),  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: Good,  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,  Inspection Date: May 2016,  Deck Structure Type: Wood or Timber
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Structure Number: 584134,  Location: 0.9 mi W 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: 182 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2036),  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: 55.0m (180.4ft),  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 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Underwater Inspection Date: December 2017,  Other Special Inspection Date: December 2017,  Deck Structure Type: Wood or Timber
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Structure Number: 584135,  Location: 0.7 mi W 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: 182 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 190 (year 2036),  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: 55.0m (180.4ft),  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: 1.7 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 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Underwater Inspection Date: December 2017,  Other Special Inspection Date: December 2017,  Deck Structure Type: Wood or Timber
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Structure Number: 58414,  Location: 1.2MI 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: 103 (year 2017),  Average Future Daily Traffic: 113 (year 2037),  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: 55.0m (180.4ft),  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Underwater Inspection Date: December 2017,  Other Special Inspection Date: December 2017,  Deck Structure Type: Wood or Timber
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Structure Number: 58417,  Location: 4.01MI South of SR 4 (Lat: 30.847000,  Lng: -86.983806),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Posted for load-capacity,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 83 (year 2014),  Average Future Daily Traffic: 91 (year 2034),  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: 61.0m (200.1ft),  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: 0.7m (2.3ft),  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 584221,  Location: 1.7 mi S 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: 28 (year 2014),  Average Future Daily Traffic: 30 (year 2034),  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: 58.0m (190.3ft),  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,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place
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