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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 144ft / 44.1mTotal length
  • 211,400Total average daily traffic
  • 42,359Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Reddick
  • No street view available for this location

New bridges in Reddick, FL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 121960-1969
Reconstructed bridges in Reddick, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
Average Bridge Daily Traffic in Reddick, FL
Average Bridge Truck Traffic in Reddick, FL
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Structure Number: 360033,  Location: CR-316 over I-75 (Lat: 29.366719,  Lng: -82.226481),  Route carried "on" structure: County highway 316,  Year Built: 1964,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,215 (year 2042),  Design Load: H 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.257,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 360035,  Location: I-75 SB over CR-329 (Lat: 29.347842,  Lng: -82.219417),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-329
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.852,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 360036,  Location: I-75 NB OVER CR-329 (Lat: 29.347739,  Lng: -82.219119),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-329
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.836,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 360042,  Location: US-441 NB - US-301 SB (Lat: 29.342956,  Lng: -82.150939),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 4,350 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,547 (year 2042),  Design Load: HS 20,  Features Intersected: US-301 SB,  Facility Carried by Structure: US-441 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.066,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36091,  Location: US-441SB - Abandoned RR (Lat: 29.398861,  Lng: -82.201967),  Route carried "on" structure: US 441,  Year Built: 1964,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20,  Features Intersected: Abandoned RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.138,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360941,  Location: US-441 NB - Abandoned RR (Lat: 29.399003,  Lng: -82.201836),  Route carried "on" structure: US 441,  Year Built: 1964,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20,  Features Intersected: Abandoned RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.138,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360951,  Location: NW 120th Street over I-75 (Lat: 29.323203,  Lng: -82.212278),  Route carried "on" structure: County highway 75,  Year Built: 1964,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 521 (year 2042),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: NW 120th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.545,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 364002,  Location: 3.9 miles North of SR-326 (Lat: 29.320694,  Lng: -82.196667),  Route carried "on" structure: Alternate County highway 25A,  Year Built: 1925,  Year Reconstructed: 1962,  Status: Posted for load,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,940 (year 2042),  Design Load: HS 20,  Features Intersected: SCL Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.096,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 360033,  Location: CR-316 over I-75 (Lat: 29.366719,  Lng: -82.226481),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-75,  Facility Carried by Structure: CR-316
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 47.123,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 360035,  Location: I-75 SB over CR-329 (Lat: 29.347842,  Lng: -82.219417),  Route carried "under" structure: County highway 329,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: CR-329,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 3.178,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 360036,  Location: I-75 NB OVER CR-329 (Lat: 29.347739,  Lng: -82.219119),  Route carried "under" structure: County highway 329,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: CR-329,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 3.143,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 360042,  Location: US-441 NB - US-301 SB (Lat: 29.342956,  Lng: -82.150939),  Route carried "under" structure: US 200,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,350 (year 2020),  Truck Traffic: 28%,  Features Intersected: US-301 SB,  Facility Carried by Structure: US-441 NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 360951,  Location: NW 120th Street over I-75 (Lat: 29.323203,  Lng: -82.212278),  Route carried "under" structure: Interstate 93,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-75,  Facility Carried by Structure: NW 120th Street
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 42.089,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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