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

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Structure Number: 290003,  Location: 2.5 MI. S. OF LAKE CITY (Lat: 30.127381,  Lng: -82.623742),  Route carried "on" structure: US 41,  Year Built: 1932,  Year Reconstructed: 1946,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 15,  Features Intersected: CLAY HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.033,  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: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 290008,  Location: 0.5 MI EAST OF US 441 (Lat: 30.210889,  Lng: -82.630472),  Route carried "on" structure: County highway 250,  Year Built: 1953,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,388 (year 2042),  Design Load: HS 20,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: GUM SWAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 29001,  Location: 0.2 MI SOUTH OF CR 242A (Lat: 30.116250,  Lng: -82.634194),  Route carried "on" structure: County highway 131,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,648 (year 2042),  Design Load: HS 20,  Features Intersected: CLAY HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.709,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: October 2021

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Structure Number: 290011,  Location: 0.2 MI EAST OF CR 131 (Lat: 30.119194,  Lng: -82.632194),  Route carried "on" structure: County highway 242,  Year Built: 1961,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HS 20,  Features Intersected: CLAY HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: October 2021

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Structure Number: 290026,  Location: 0.6 MI. S. OF I-75 (Lat: 30.111564,  Lng: -82.659158),  Route carried "on" structure: State highway 47,  Year Built: 1950,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20,  Features Intersected: CLAY HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.527,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  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: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Inspection Date: December 2021

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Structure Number: 290031,  Location: US-41/ WASHINGTON ST. (Lat: 30.194722,  Lng: -82.639444),  Route carried "on" structure: US 41,  Year Built: 1958,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20,  Features Intersected: WASHINGTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $395,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290032,  Location: US-41/NW WILSON ST.&CSXRR (Lat: 30.196667,  Lng: -82.639444),  Route carried "on" structure: US 41,  Year Built: 1958,  Status: Open,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: H 20,  Features Intersected: NW WILSON ST. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.731,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290033,  Location: 0.1 MI. N. SANTA FE RIVER (Lat: 29.855833,  Lng: -82.608611),  Route carried "on" structure: US 41,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: H 15,  Features Intersected: COLUMBIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: April 2020

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Structure Number: 290034,  Location: SR-247 / I-75 (Lat: 30.164950,  Lng: -82.680858),  Route carried "on" structure: State highway 247,  Year Built: 1962,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,227 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.140,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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

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Structure Number: 290035,  Location: I-75 NB OVER CR-341 (Lat: 30.146389,  Lng: -82.671389),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,339 (year 2042),  Features Intersected: CR-341
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.243,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290039,  Location: I-75 NB OVER SR-47 (Lat: 30.117703,  Lng: -82.655706),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 37,302 (year 2042),  Features Intersected: SR-47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.706,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290047,  Location: SR-47 @ CR-242 ALT. (Lat: 30.115564,  Lng: -82.657153),  Route carried "on" structure: Alternate State highway 47,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20,  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 2 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: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 290048,  Location: 1.5 MI NORTH OF CR 252 (Lat: 30.155250,  Lng: -82.609889),  Route carried "on" structure: County highway 133,  Year Built: 1966,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 26,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,110 (year 2042),  Design Load: HS 20,  Features Intersected: PRICE CREEK,  Facility Carried by Structure: SE COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.490,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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: November 2021

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Structure Number: 290055,  Location: 1.9 MI. N OF US-90 (Lat: 30.204939,  Lng: -82.701269),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 20,832 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 36,143 (year 2042),  Features Intersected: NC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.329,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290058,  Location: 0.5 MI. S. OF SR-47 (Lat: 30.111667,  Lng: -82.652222),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 74,605 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CLAY HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.980,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  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: Satisfactory,  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: March 2021

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Structure Number: 290059,  Location: I-75 SB OVER SR-47 (Lat: 30.117592,  Lng: -82.655936),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 37,302 (year 2042),  Features Intersected: SR-47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.690,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29006,  Location: I-75 SB OVER CR-341 (Lat: 30.146342,  Lng: -82.671600),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,339 (year 2042),  Features Intersected: CR-341
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.227,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290061,  Location: I-75 SB OVER US-90 (Lat: 30.179942,  Lng: -82.688769),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,339 (year 2042),  Features Intersected: US-90 (SR-10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.307,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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: October 2021,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290062,  Location: 1.9 MI. N OF US-90 (Lat: 30.204994,  Lng: -82.701567),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 20,832 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 36,143 (year 2042),  Features Intersected: NC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.347,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290063,  Location: 3.2 Mi. N OF US-90 (Lat: 30.221561,  Lng: -82.712725),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 1,311 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,275 (year 2042),  Design Load: H 20,  Features Intersected: I-75 SR-93,  Facility Carried by Structure: NASH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.043,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290064,  Location: I-75 NB OVER US-90 (Lat: 30.180000,  Lng: -82.688611),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,339 (year 2042),  Features Intersected: US-90 (SR-10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.302,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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: October 2021,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290071,  Location: I-10 WB OVER US-441 (Lat: 30.241781,  Lng: -82.638475),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,719 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 18,597 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-441 SR-47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.627,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290072,  Location: 0.7 MI. E. OF US-441 (Lat: 30.241667,  Lng: -82.627028),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 21,119 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 36,641 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.758,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  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: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2021

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Structure Number: 290073,  Location: FOREST RD. 236 / I-10 (Lat: 30.243611,  Lng: -82.570556),  Route carried "on" structure: Federal lands road 236,  Year Built: 1962,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 150 (year 2020),  Average Future Daily Traffic: 260 (year 2042),  Design Load: H 20,  Features Intersected: I-10 (SR-8)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.098,  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: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290074,  Location: 4.3 MI. E. OF US-441 (Lat: 30.244444,  Lng: -82.567222),  Route carried "on" structure: Interstate 10,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,119 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 36,641 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.534,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2021,  Underwater Inspection Date: Febuary 2021

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Structure Number: 290075,  Location: 4.5 MI. E. OF US-441 (Lat: 30.245000,  Lng: -82.563889),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,119 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 36,641 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.853,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021

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Structure Number: 29008,  Location: I-10 EB OVER US-441 (Lat: 30.241522,  Lng: -82.638458),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,719 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 18,597 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-441 SR-47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.627,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290089,  Location: I-75 SB RAMP TO SR-47 (Lat: 30.116967,  Lng: -82.656519),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,296 (year 2042),  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.216,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.6m (18.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  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: October 2021

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Structure Number: 29009,  Location: I-75 NB RAMP FROM SR-47 (Lat: 30.118944,  Lng: -82.655747),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,123 (year 2042),  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: October 2021

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Structure Number: 290091,  Location: 1.7 MI. N. OF I-10 (Lat: 30.265697,  Lng: -82.636094),  Route carried "on" structure: US 441,  Year Built: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.332,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 290092,  Location: 3.8 MI. N. OF I-10 (Lat: 30.296350,  Lng: -82.630697),  Route carried "on" structure: US 441,  Year Built: 2000,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.816,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 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,  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

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Structure Number: 290099,  Location: SR-47 @ CR-242/CANNON CRK (Lat: 30.114108,  Lng: -82.658017),  Route carried "on" structure: State highway 47,  Year Built: 2007,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,072 (year 2042),  Design Load: HS 20,  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.358,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 3 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: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 2901,  Location: SR-47 @ S&S ENTRANCE (Lat: 30.114578,  Lng: -82.657742),  Route carried "on" structure: ServiceOther road 47,  Year Built: 2007,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20,  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 290101,  Location: SR-47 @ Ent. Super 8 Mot. (Lat: 30.116083,  Lng: -82.656953),  Route carried "on" structure: State highway 47,  Year Built: 1961,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20,  Features Intersected: CANNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 294449,  Location: 100 FT W OF SR 47 (Lat: 30.121083,  Lng: -82.654389),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 121 (year 2042),  Design Load: HS 20,  Features Intersected: CANNON CREEK,  Facility Carried by Structure: SW Ring Court
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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: Better than present minimum 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: 29445,  Location: 0.6 MI EAST OF US 441 (Lat: 30.258528,  Lng: -82.628417),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 91 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 158 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: NE CHESHIRE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 294455,  Location: 0.1 MI WEST OF SR 47 (Lat: 30.126639,  Lng: -82.654667),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANNON CREEK,  Facility Carried by Structure: SW BUSINESS PT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 294456,  Location: 0.1 MI WEST OF SR 47 (Lat: 30.130267,  Lng: -82.653889),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 31 (year 2021),  Average Future Daily Traffic: 54 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANNON CREEK,  Facility Carried by Structure: WARD LANE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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: October 2021

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Structure Number: 294457,  Location: 1.6 Mi North of US 90 (Lat: 30.197975,  Lng: -82.673269),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HL 93,  Features Intersected: CSXRR,  Facility Carried by Structure: Bascom Norris Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.938,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.1 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 724422,  Location: 1.3 MI S OF BEACH BLVD (Lat: 30.278667,  Lng: -81.427444),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 48 (year 2020),  Average Future Daily Traffic: 83 (year 2042),  Design Load: HS 20,  Features Intersected: BEAMER CANAL,  Facility Carried by Structure: COASTAL VIEW DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.7 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: 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,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 724423,  Location: 0.4 MI. E OF EUNICE RD (Lat: 30.281131,  Lng: -81.427442),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 48 (year 2020),  Average Future Daily Traffic: 83 (year 2042),  Design Load: HS 20,  Features Intersected: BEAMER CANAL,  Facility Carried by Structure: MARSH VIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: August 2020

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Structure Number: 724433,  Location: Liberty St / St Johns Riv (Lat: 30.323614,  Lng: -81.653264),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 12.54m (41.14ft),  Average Daily Traffic: 501 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 870 (year 2042),  Design Load: HL 93,  Features Intersected: St Johns River,  Facility Carried by Structure: Liberty Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 80504000002002,  Location: NATIONAL FOREST (Lat: 30.289369,  Lng: -82.606550),  Route carried "on" structure: Federal lands road 233,  Year Built: 1976,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 5 (year 0000),  Average Future Daily Traffic: 7 (year 2042),  Design Load: HS 20,  Features Intersected: ROBINSON BRANCH,  Facility Carried by Structure: ROBINSON BRANCH-BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.440,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 80504000003108,  Location: NATIONAL FOREST (Lat: 30.256650,  Lng: -82.574039),  Route carried "on" structure: Federal lands road 236,  Year Built: 2004,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 15 (year 0000),  Average Future Daily Traffic: 22 (year 2042),  Design Load: HS 20,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: FALLING CREEK-BRID
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.560,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 290031,  Location: US-41/ WASHINGTON ST. (Lat: 30.194722,  Lng: -82.639444),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 4%,  Features Intersected: WASHINGTON ST.,  Facility Carried by Structure: US-41 (SR-25)
Minimum Vertical Clearance: 3.90m (12.80ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 290032,  Location: US-41/NW WILSON ST.&CSXRR (Lat: 30.196667,  Lng: -82.639444),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 13%,  Features Intersected: NW WILSON ST. & CSXRR,  Facility Carried by Structure: US-41 (SR-25)
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.853,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 290032,  Location: US-41/NW WILSON ST.&CSXRR (Lat: 30.196667,  Lng: -82.639444),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 13%,  Features Intersected: NW WILSON ST. & CSXRR,  Facility Carried by Structure: US-41 (SR-25)
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 0.740,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)