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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 157ft / 47.9mTotal length
  • $1,765,000Total costs
  • 195,003Total average daily traffic
  • 20,976Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Yulee
  • No street view available for this location

New bridges in Yulee, FL - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 41960-1969
  • 21970-1979
  • 11980-1989
  • 52000-2009
  • 22010-2019
Average Bridge Daily Traffic in Yulee, FL
Average Bridge Truck Traffic in Yulee, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Very good
  • 66.7%Good
  • 11.1%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Very good
  • 66.7%Good
  • 11.1%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Very good
  • 55.6%Good
  • 22.2%Satisfactory
  • 11.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 63.6%Good
  • 18.2%Satisfactory
  • 9.1%Fair
  • 9.1%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Good
  • 25.0%Satisfactory
  • 25.0%Fair
  • 25.0%Poor
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Structure Number: 740034,  Location: I-95 SB OVER SR-A1A (Lat: 30.619444,  Lng: -81.650000),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-A1A & SR-200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.809,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.0 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,  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: 740069,  Location: 2 MI EAST OF US 17 (Lat: 30.642972,  Lng: -81.575139),  Route carried "on" structure: County highway 200A,  Year Built: 1958,  Status: Temporarily open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,044 (year 2042),  Design Load: H 15,  Features Intersected: LOFTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $1,176,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,765,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 740075,  Location: I-95 NB OVER SR-A1A (Lat: 30.619444,  Lng: -81.649722),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-A1A & SR-200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.809,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.0 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,  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: 740129,  Location: 0.65 MI. N. OF DUVAL CO. (Lat: 30.583883,  Lng: -81.602142),  Route carried "on" structure: US 17,  Year Built: 2001,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 17,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,883 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CREWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.036,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 74013,  Location: 1.25 MI. N. OF DUVAL CO. (Lat: 30.592261,  Lng: -81.599553),  Route carried "on" structure: US 17,  Year Built: 2001,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 17,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,883 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NASSAU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.008,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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
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Structure Number: 740131,  Location: 1.7 MI. N. OF SR-A1A (Lat: 30.648861,  Lng: -81.621389),  Route carried "on" structure: US 17,  Year Built: 2001,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF LOFTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.176,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020
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Structure Number: 740132,  Location: 2.9 MI. N. OF SR-A1A (Lat: 30.663031,  Lng: -81.635011),  Route carried "on" structure: US 17,  Year Built: 2001,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOFTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.215,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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,  Waterway Adequacy: Equal to present desirable 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
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Structure Number: 740133,  Location: 4.9 MI. N. OF YULEE (Lat: 30.689094,  Lng: -81.654733),  Route carried "on" structure: US 17,  Year Built: 2002,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,940 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCQUEEN SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.666,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 740138,  Location: SR-200 / LOFTON CREEK (Lat: 30.629647,  Lng: -81.570989),  Route carried "on" structure: State highway 200,  Year Built: 2019,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 36,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,327 (year 2041),  Design Load: HL 93,  Features Intersected: LOFTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.884,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 21.9m (71.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 744303,  Location: 0.4 MI NORTHEAST OF US 17 (Lat: 30.676500,  Lng: -81.637500),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 51 (year 2020),  Average Future Daily Traffic: 88 (year 2042),  Features Intersected: SISTER CREEK,  Facility Carried by Structure: CRANDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.923,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020
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Structure Number: 744304,  Location: 0.2 MI NORTHEAST OF US 17 (Lat: 30.674000,  Lng: -81.639028),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 51 (year 2020),  Average Future Daily Traffic: 88 (year 2042),  Design Load: HS 20,  Features Intersected: MCQUEEN SWAMP,  Facility Carried by Structure: CRANDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.348,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021
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Structure Number: 744315,  Location: 0.9 MI NORTH OF SR 200 (Lat: 30.634944,  Lng: -81.529583),  Route carried "on" structure: County highway 107,  Year Built: 2014,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,297 (year 2042),  Design Load: HL 93,  Features Intersected: LANCEFORD CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.518,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 744318,  Location: .5 Mi W of Chester Rd (Lat: 30.676119,  Lng: -81.548569),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2042),  Features Intersected: CREEK,  Facility Carried by Structure: ROSES BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 61.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2021
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Structure Number: 740034,  Location: I-95 SB OVER SR-A1A (Lat: 30.619444,  Lng: -81.650000),  Route carried "under" structure: State highway A1A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-A1A & SR-200,  Facility Carried by Structure: I-95 SB (SR-9)
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 44.239,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 740075,  Location: I-95 NB OVER SR-A1A (Lat: 30.619444,  Lng: -81.649722),  Route carried "under" structure: State highway A1A,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-A1A & SR-200,  Facility Carried by Structure: I-95 NB (SR-9)
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 44.263,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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