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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 568ft / 173mTotal length
  • 210,825Total average daily traffic
  • 45,804Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for East Milton
  • No street view available for this location

New bridges in East Milton, FL - historical statistics
  • New bridges - historical statistics
  • 101960-1969
  • 21980-1989
  • 31990-1999
Average Bridge Daily Traffic in East Milton, FL
Average Bridge Truck Traffic in East Milton, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 28.6%Good
  • 57.1%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 57.1%Good
  • 42.9%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 57.1%Good
  • 42.9%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Satisfactory
  • 66.7%Poor
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Structure Number: 580062,  Location: 9.5mi. East of SR281 (Lat: 30.618733,  Lng: -86.963072),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: SR87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.659,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  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: 580078,  Location: 2.9 Mi. West of SR87 (Lat: 30.593689,  Lng: -87.000531),  Route carried "on" structure: County highway 89,  Year Built: 1968,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.815,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum 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: 580079,  Location: 2.0mi West of SR87 (Lat: 30.601211,  Lng: -86.990750),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 70,268 (year 2042),  Design Load: HS 20,  Features Intersected: Persimmon Hollow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.357,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 58008,  Location: 9.5mi East of SR281 (Lat: 30.618961,  Lng: -86.963192),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: SR87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.659,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: High priority of corrective action,  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: 580081,  Location: 3.0Mi. East of SR87 (Lat: 30.636861,  Lng: -86.917361),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 100 (year 2010),  Average Future Daily Traffic: 135 (year 2032),  Design Load: HS 20,  Features Intersected: I10 SR8,  Facility Carried by Structure: Jones Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 69.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580094,  Location: 4.2Miles South of I10 SR8 (Lat: 30.569333,  Lng: -86.923806),  Route carried "on" structure: State highway 87,  Year Built: 1984,  Status: Open,  Structure Length: 144.82m (475.13ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,063 (year 2042),  Design Load: HS 20,  Features Intersected: Yellow River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.097,  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: 63,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 584166,  Location: .2 Mi W of N Airport Rd (Lat: 30.649267,  Lng: -86.997544),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 130 (year 2042),  Features Intersected: Wrights Basin,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.504,  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: 3.1m (10.2ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Wood or Timber
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Structure Number: 584218,  Location: 1.87Mi South of I-10 (Lat: 30.574167,  Lng: -86.981389),  Route carried "on" structure: County highway 89,  Year Built: 1999,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,461 (year 2042),  Design Load: HL 93,  Features Intersected: Unnamed Bayou,  Facility Carried by Structure: Ward Basin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.793,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021
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Structure Number: 58422,  Location: 1.3 Mi South of I-10 (Lat: 30.581389,  Lng: -86.984444),  Route carried "on" structure: County highway 89,  Year Built: 1999,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,461 (year 2042),  Design Load: HL 93,  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Ward Basin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.651,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2020,  Other Special Inspection Date: October 2021
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Structure Number: AFFLFTFA12222,  Location: 4 MILE EAST OF U.S. 87 (Lat: 30.565000,  Lng: -86.868667),  Route carried "on" structure: Federal lands road 211,  Year Built: 1965,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: BOILING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Air Force,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 580062,  Location: 9.5mi. East of SR281 (Lat: 30.618733,  Lng: -86.963072),  Route carried "under" structure: State highway 87,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR87,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.836,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 580078,  Location: 2.9 Mi. West of SR87 (Lat: 30.593689,  Lng: -87.000531),  Route carried "under" structure: Interstate 10,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 22%,  Features Intersected: I10 SR8,  Facility Carried by Structure: CR89 Ward Basin Rd
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 19.087,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 58008,  Location: 9.5mi East of SR281 (Lat: 30.618961,  Lng: -86.963192),  Route carried "under" structure: State highway 87,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR87,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 29.865,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 580081,  Location: 3.0Mi. East of SR87 (Lat: 30.636861,  Lng: -86.917361),  Route carried "under" structure: Interstate 10,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 24%,  Features Intersected: I10 SR8,  Facility Carried by Structure: Jones Road
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 28.518,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 5801,  Location: 2.9 mi. West of SR87 (Lat: 30.593636,  Lng: -87.000603),  Route carried "under" structure: Interstate 10,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2010),  Truck Traffic: 34%,  Features Intersected: I10 SR8,  Facility Carried by Structure: CR89 Ward Basin Rd
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 19.108,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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