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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 95ft / 29.2mTotal length
  • 163,977Total average daily traffic
  • 15,637Total average daily truck traffic
  • 282,911Total future (year 2040) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for South Daytona
  • No street view available for this location

New bridges in South Daytona, FL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11960-1969
  • 21980-1989
  • 41990-1999
  • 42010-2019
Average Bridge Daily Traffic in South Daytona, FL
Average Bridge Truck Traffic in South Daytona, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Very good
  • 60.0%Good
  • 20.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Very good
  • 60.0%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 40.0%Very good
  • 20.0%Good
  • 20.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 50.0%Good
  • 8.3%Satisfactory
  • 8.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 85.7%Good
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Structure Number: 790012,  Location: US-1 over Reed Canal (Lat: 29.158514,  Lng: -80.995217),  Route carried "on" structure: US 1,  Year Built: 1931,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: H 15,  Features Intersected: Reed Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.206,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 790177,  Location: SR-5A over Nova Canal (Lat: 29.154472,  Lng: -81.019694),  Route carried "on" structure: State highway 5A,  Year Built: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,615 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Nova Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.353,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021
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Structure Number: 790178,  Location: SR-5A over Nova Canal (Lat: 29.160958,  Lng: -81.022981),  Route carried "on" structure: State highway 5A,  Year Built: 1998,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Nova Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.118,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 58.3 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021
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Structure Number: 790183,  Location: 0.4 Mi. S. of Beville Rd (Lat: 29.170467,  Lng: -81.025867),  Route carried "on" structure: State highway 5A,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Nova Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.230,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior 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: December 2021,  Underwater Inspection Date: December 2021
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Structure Number: 790184,  Location: SR-5A over Nova Canal (Lat: 29.173392,  Lng: -81.027442),  Route carried "on" structure: State highway 5A,  Year Built: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 14,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Nova Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.494,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021
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Structure Number: 790201,  Location: I-4 EB over Tomoka River (Lat: 29.150333,  Lng: -81.087250),  Route carried "on" structure: Interstate 4,  Year Built: 2014,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 43.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 790202,  Location: I-4 WB over Tomoka River (Lat: 29.150778,  Lng: -81.090194),  Route carried "on" structure: Interstate 4,  Year Built: 2014,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 32,750 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 56,821 (year 2040),  Design Load: HL 93,  Features Intersected: Tomoka River
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 43.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 794154,  Location: SR-5A - Big Tree Rd (Lat: 29.166206,  Lng: -81.023567),  Route carried "on" structure: State highway 5A,  Year Built: 1988,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Nova Canal,  Facility Carried by Structure: Big Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.716,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021
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Structure Number: 7965,  Location: Intrsect w Reed Canal Rd (Lat: 29.155700,  Lng: -81.016347),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,624 (year 2042),  Design Load: H 15,  Features Intersected: Reed Canal,  Facility Carried by Structure: Reed Ca Prk Ent Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 796518,  Location: At Reed Canal Road (Lat: 29.158181,  Lng: -81.010253),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,753 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,777 (year 2042),  Design Load: HS 20,  Features Intersected: Reed Canal,  Facility Carried by Structure: Sauls Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 796548,  Location: At Reed Canal Rd (Lat: 29.158378,  Lng: -81.003128),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,245 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,631 (year 2042),  Design Load: HL 93,  Features Intersected: Reed Canal,  Facility Carried by Structure: Oak Lea Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020
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Structure Number: 796549,  Location: CR-4078 & Lantern Park Dr (Lat: 29.158389,  Lng: -81.006806),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,029 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,665 (year 2042),  Design Load: HL 93,  Features Intersected: Reed Canal,  Facility Carried by Structure: Lantern Park Drive
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior 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: August 2020,  Underwater Inspection Date: August 2020
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