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Bridge Statistics for Ponce de Leon, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 36Number of bridges
  • 482ft / 147mTotal length
  • $483,000Total costs
  • 93,315Total average daily traffic
  • 27,103Total average daily truck traffic
  • 123,286Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ponce de Leon
  • No street view available for this location

New bridges in Ponce de Leon, FL - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 51960-1969
  • 151970-1979
  • 21980-1989
  • 51990-1999
  • 42000-2009
  • 22010-2018
Reconstructed bridges in Ponce de Leon, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Ponce de Leon, FL
Average Bridge Truck Traffic in Ponce de Leon, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 3.4%Very good
  • 51.7%Good
  • 37.9%Satisfactory
  • 6.9%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.3%Very good
  • 41.4%Good
  • 31.0%Satisfactory
  • 6.9%Fair
  • 3.4%Poor
  • 3.4%Serious
  • 3.4%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.4%Very good
  • 48.3%Good
  • 34.5%Satisfactory
  • 13.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 17.2%Very good
  • 37.9%Good
  • 31.0%Satisfactory
  • 10.3%Fair
  • 3.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 25.0%Satisfactory
  • 25.0%Fair
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Structure Number: 520009,  Location: 0.2 mi. West of SR81 (Lat: 30.724922,  Lng: -85.940006),  Route carried "on" structure: US 90,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,644 (year 2038),  Design Load: HL 93,  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: December 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520014,  Location: 2.0 Mi N of US90/SR10 (Lat: 30.740472,  Lng: -85.992878),  Route carried "on" structure: County highway 81A,  Year Built: 1961,  Status: Posted for load,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 133 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 146 (year 2037),  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2016,  Other Special Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520019,  Location: 0.2 Miles South US90/SR10 (Lat: 30.725500,  Lng: -85.936161),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 56 (year 2017),  Average Future Daily Traffic: 62 (year 2037),  Features Intersected: Blue Creek,  Facility Carried by Structure: Pirate Cove Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.815,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 520023,  Location: 4.3mi North of US90 SR10 (Lat: 30.778861,  Lng: -85.959083),  Route carried "on" structure: State highway 81,  Year Built: 1952,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,850 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,210 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Goose Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.391,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017
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Structure Number: 520047,  Location: 0.5 Mi. East of SR81 (Lat: 30.716761,  Lng: -85.927786),  Route carried "on" structure: Interstate 10,  Year Built: 1973,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20,  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.256,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present 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 2017,  Underwater Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520049,  Location: 0.8MI S. of Ponce De Leon (Lat: 30.713808,  Lng: -85.935308),  Route carried "on" structure: Interstate 10,  Year Built: 1973,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20,  Features Intersected: SR81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.475,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520049,  Location: 0.8MI S. of Ponce De Leon (Lat: 30.713808,  Lng: -85.935308),  Route carried "under" structure: State highway 81,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2016),  Truck Traffic: 15%,  Features Intersected: SR81,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.138,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 52005,  Location: 0.5Mi. East of SR81 (Lat: 30.716997,  Lng: -85.927864),  Route carried "on" structure: Interstate 10,  Year Built: 1973,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.256,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Underwater Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520053,  Location: 0.6 Miles East of SR81 (Lat: 30.717875,  Lng: -85.925456),  Route carried "on" structure: County highway 181A,  Year Built: 1974,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 900 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,562 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520053,  Location: 0.6 Miles East of SR81 (Lat: 30.717875,  Lng: -85.925456),  Route carried "under" structure: Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,900 (year 2016),  Truck Traffic: 36%,  Features Intersected: I10 SR8,  Facility Carried by Structure: CR 181A
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 3.549,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 520057,  Location: 2.0 Mi. East of SR81 (Lat: 30.727806,  Lng: -85.902694),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20,  Features Intersected: Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Underwater Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520064,  Location: 0.8mi. S of Ponce De Leon (Lat: 30.713572,  Lng: -85.935233),  Route carried "on" structure: Interstate 10,  Year Built: 1973,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20,  Features Intersected: SR81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.475,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 67.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520064,  Location: 0.8mi. S of Ponce De Leon (Lat: 30.713572,  Lng: -85.935233),  Route carried "under" structure: State highway 81,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2016),  Truck Traffic: 15%,  Features Intersected: SR81,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.167,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 52007,  Location: 2.0 Mi. East of SR81 (Lat: 30.727572,  Lng: -85.902600),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,950 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,793 (year 2038),  Design Load: HS 20,  Features Intersected: Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.947,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Underwater Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520072,  Location: 0.2Mi. South of US90 SR10 (Lat: 30.724264,  Lng: -85.938342),  Route carried "on" structure: State highway 81,  Year Built: 1977,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 3,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,420 (year 2038),  Design Load: HL 93,  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520094,  Location: 0.5Mi. North of I10 SR8 (Lat: 30.720542,  Lng: -85.936197),  Route carried "on" structure: State highway 81,  Year Built: 1980,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,700 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,420 (year 2038),  Design Load: HL 93,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.917,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520098,  Location: 0.8 miles East of SR81 (Lat: 30.731367,  Lng: -85.925664),  Route carried "on" structure: US 90,  Year Built: 1990,  Status: Open,  Structure Length: 0.44m (1.44ft),  Average Daily Traffic: 1,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,036 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 64.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520141,  Location: 1.9mi. East of SR81 (Lat: 30.738361,  Lng: -85.909536),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,036 (year 2038),  Design Load: HS 20,  Features Intersected: Little Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable 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 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 520142,  Location: 2.5mi. East of SR81 (Lat: 30.742728,  Lng: -85.901722),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,036 (year 2038),  Design Load: HS 20,  Features Intersected: Big Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 5.7 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: Better than present minimum 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: 52091,  Location: 0.2mi. East of SR81 (Lat: 30.728344,  Lng: -85.935606),  Route carried "on" structure: US 90,  Year Built: 1955,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 1,750 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,036 (year 2038),  Design Load: HS 20,  Features Intersected: Blue Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.655,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 524016,  Location: 0.48 Miles West of SR 81 (Lat: 30.718972,  Lng: -85.943694),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 22 (year 2018),  Average Future Daily Traffic: 24 (year 2038),  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 0.4m (1.3ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Other Special Inspection Date: January 2018,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 524102,  Location: 2.0 Mi NW of US90/SR10 (Lat: 30.761911,  Lng: -85.922531),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 66 (year 2017),  Average Future Daily Traffic: 72 (year 2037),  Design Load: HL 93,  Features Intersected: Little Reedy Creek,  Facility Carried by Structure: Valee Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.727,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2016,  Underwater Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 524107,  Location: 0.9 Mile East of SR 81 (Lat: 30.762986,  Lng: -85.945725),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Closed,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 67 (year 2017),  Average Future Daily Traffic: 74 (year 2037),  Features Intersected: Blue Creek,  Facility Carried by Structure: Valee Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.453,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  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: > 39.9% below),  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2016,  Underwater Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Total Project Cost: $483,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 524126,  Location: 0.4 Mi E Buris D. Cole Rd (Lat: 30.778558,  Lng: -85.948642),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 24 (year 2017),  Average Future Daily Traffic: 26 (year 2037),  Design Load: HL 93,  Features Intersected: Blue Creek,  Facility Carried by Structure: Jack Johnson Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.225,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2016,  Underwater Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 524155,  Location: 3.5 Mi North of US90/SR10 (Lat: 30.752139,  Lng: -86.008972),  Route carried "on" structure: County highway 10A,  Year Built: 2002,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 330 (year 2037),  Design Load: HS 20,  Features Intersected: Bridge Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.462,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 56.0m (183.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 524164,  Location: 1.75 Miles East of CR181A (Lat: 30.716367,  Lng: -85.899558),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 60 (year 2017),  Average Future Daily Traffic: 66 (year 2037),  Features Intersected: Reedy Creek,  Facility Carried by Structure: Old Mt Zion Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.821,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2016,  Underwater Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 524186,  Location: 0.1 Mi N. of CR10A/CR183A (Lat: 30.750422,  Lng: -86.003003),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 24 (year 2016),  Average Future Daily Traffic: 26 (year 2036),  Design Load: HL 93,  Features Intersected: Sandy Creek,  Facility Carried by Structure: Tony Parson Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 66.0m (216.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 524192,  Location: 0.4 Mi North of US90/SR10 (Lat: 30.749028,  Lng: -85.901639),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 60 (year 2017),  Average Future Daily Traffic: 66 (year 2037),  Design Load: HL 93,  Features Intersected: Big Reedy Creek,  Facility Carried by Structure: Valee Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.631,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 524207,  Location: 1.0 Mi North of Valee Rd (Lat: 30.776436,  Lng: -85.925006),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 44 (year 2017),  Average Future Daily Traffic: 48 (year 2037),  Features Intersected: Little Reedy Creek,  Facility Carried by Structure: Tram Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.601,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 1.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Underwater Inspection Date: October 2017,  Other Special Inspection Date: October 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 600034,  Location: 0.8 Mi. S of County Line (Lat: 30.694167,  Lng: -85.936389),  Route carried "on" structure: State highway 81,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,858 (year 2038),  Design Load: HS 20,  Features Intersected: Oakgrove Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.727,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 60007,  Location: 0.8 mi W of Hwy 81 (Lat: 30.662639,  Lng: -85.923547),  Route carried "on" structure: County highway 181C,  Year Built: 1963,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 450 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 495 (year 2034),  Design Load: HS 20,  Features Intersected: Sandy Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.273,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Other Special Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 600092,  Location: 1.65 East of CR 181 (Lat: 30.693967,  Lng: -85.886097),  Route carried "on" structure: County highway 181,  Year Built: 1963,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 450 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 495 (year 2034),  Design Load: H 20,  Features Intersected: Reedy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2016,  Underwater Inspection Date: October 2017,  Other Special Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 604117,  Location: 1.0 MI S of CR 181 C (Lat: 30.683358,  Lng: -85.878453),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 39 (year 2016),  Average Future Daily Traffic: 43 (year 2036),  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Cedar Log Lake Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 74.4 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,  Inspection Date: January 2018
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Structure Number: 604143,  Location: 1MI East of Hwy 81 (Lat: 30.662336,  Lng: -85.920408),  Route carried "on" structure: County highway 181,  Year Built: 1999,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2034),  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.543,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Underwater Inspection Date: October 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60421,  Location: 0.12 MI S of Morrison Rd (Lat: 30.655972,  Lng: -85.906972),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 60 (year 2015),  Average Future Daily Traffic: 66 (year 2035),  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Unnamed Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2017,  Other Special Inspection Date: April 2017,  Deck Structure Type: Wood or Timber
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Structure Number: 604211,  Location: .5 MI E of Grassy Landing (Lat: 30.653981,  Lng: -85.905164),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Posted for load,  Structure Length: 0.34m (1.12ft),  Average Daily Traffic: 60 (year 2015),  Average Future Daily Traffic: 66 (year 2035),  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Unnamed Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.412,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2017,  Other Special Inspection Date: April 2017,  Deck Structure Type: Wood or Timber
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