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

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Structure Number: 300061,  Location: FANNING SPRINGS (Lat: 29.591233,  Lng: -82.937503),  Route carried "on" structure: US 19,  Year Built: 1987,  Status: Open,  Structure Length: 24.57m (80.61ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,930 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SUWANNEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.769,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 23 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360018,  Location: I-75 SB over SR-40 (Lat: 29.186317,  Lng: -82.184842),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 45,750 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 79,377 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.413,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360019,  Location: 1 Mi. E of CR-35 (Lat: 29.219319,  Lng: -82.042422),  Route carried "on" structure: State highway 40,  Year Built: 1958,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,800 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,208 (year 2042),  Design Load: H 20,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.733,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $42,000,  Total Project Cost: $56,000

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Structure Number: 360022,  Location: I-75 SB over US-27 (Lat: 29.206456,  Lng: -82.184681),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 28.637,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.3 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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360023,  Location: I-75 NB over US-27 (Lat: 29.206322,  Lng: -82.184433),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 78,000 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.637,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 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,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360024,  Location: I-75 SB over SR-326 (Lat: 29.266958,  Lng: -82.193247),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 34,750 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 60,291 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-326
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.529,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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,  Underclear: High priority of corrective action,  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: 360025,  Location: US-441 over SCLRR (Lat: 29.191600,  Lng: -82.140831),  Route carried "on" structure: US 27,  Year Built: 1951,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: H 20,  Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.326,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Bituminous

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Structure Number: 360026,  Location: US-441-NW8th Ave SCLRR (Lat: 29.202044,  Lng: -82.141933),  Route carried "on" structure: US 301,  Year Built: 1951,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: H 20,  Features Intersected: NW 8th Ave-SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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: 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Bituminous

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Structure Number: 360043,  Location: I-75 NB over SR-326 (Lat: 29.266944,  Lng: -82.192956),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 34,750 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 60,291 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-326
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.520,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: High priority of corrective action,  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: 360044,  Location: SR-200 EB over SCL RR (Lat: 29.178956,  Lng: -82.144703),  Route carried "on" structure: State highway 200,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.190,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: 360048,  Location: SW 66th St over I-75 (Lat: 29.120922,  Lng: -82.184769),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,196 (year 2040),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: SW 66th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.845,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360049,  Location: Leroy Baldwin Rd ovr I-75 (Lat: 29.252367,  Lng: -82.189836),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,776 (year 2042),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: NW 63rd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.332,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.6m (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: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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: 360058,  Location: SR-40 over SCLRR (Lat: 29.186864,  Lng: -82.142753),  Route carried "on" structure: State highway 40,  Year Built: 1983,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 19,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,312 (year 2042),  Design Load: HS 20,  Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 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,  Underclear: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 360059,  Location: SR-200 WB over SCLRR (Lat: 29.179103,  Lng: -82.144658),  Route carried "on" structure: State highway 200,  Year Built: 1985,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.190,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 360063,  Location: I-75 over SR-200 (Lat: 29.150367,  Lng: -82.185014),  Route carried "on" structure: Interstate 75,  Year Built: 1996,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 76,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 131,860 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.397,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360064,  Location: I-75over SW20th ST/CRA225 (Lat: 29.168189,  Lng: -82.184897),  Route carried "on" structure: Interstate 75,  Year Built: 1996,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 91,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 158,753 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SW 20th ST (CR-A225)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.412,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 36017,  Location: SR-492 EB - CSX RR (Lat: 29.197558,  Lng: -82.132419),  Route carried "on" structure: State highway 492,  Year Built: 1988,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 360171,  Location: SR-492 WB - CSX (Lat: 29.197717,  Lng: -82.132347),  Route carried "on" structure: State highway 492,  Year Built: 1988,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 360178,  Location: SR-35 - Wildlife Crossing (Lat: 29.136894,  Lng: -82.053739),  Route carried "on" structure: State highway 35,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 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,  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: 360179,  Location: SR-35 over Wldlife Cross (Lat: 29.136883,  Lng: -82.053444),  Route carried "on" structure: State highway 35,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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,  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: 36018,  Location: SR-464 over Wildlife Cros (Lat: 29.138869,  Lng: -82.051467),  Route carried "on" structure: State highway 464,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,150 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,405 (year 2042),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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: 360181,  Location: SR-464 EB - Wildlife Xing (Lat: 29.138694,  Lng: -82.051575),  Route carried "on" structure: State highway 464,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,150 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,405 (year 2042),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  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: 360182,  Location: SW 17th St over SCLRR (Lat: 29.171681,  Lng: -82.144506),  Route carried "on" structure: State highway 464,  Year Built: 2009,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HL 93,  Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.519,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 360801,  Location: Silver Springs State Park (Lat: 29.213056,  Lng: -82.056389),  Route carried "on" structure: ServiceState lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 20 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 25 (year 2034),  Features Intersected: Canal,  Facility Carried by Structure: Service Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36409,  Location: 1.0 Mi. N of SR-40 (Lat: 29.231342,  Lng: -82.042197),  Route carried "on" structure: State highway 326,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: 364181,  Location: 0.8 Mile East of US-301 (Lat: 29.030086,  Lng: -82.031417),  Route carried "on" structure: County highway 484,  Year Built: 2008,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,849 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR,  Facility Carried by Structure: SE 132nd St. Rd WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.5 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 364182,  Location: 0.8 Mile East of US-301 (Lat: 29.029894,  Lng: -82.031353),  Route carried "on" structure: County highway 484,  Year Built: 2008,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,849 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR,  Facility Carried by Structure: SE 132nd St. Rd EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.5 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 364185,  Location: 0.3 mile W of CR-475 (Lat: 29.156108,  Lng: -82.140278),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,679 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Louise,  Facility Carried by Structure: SW 32nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.431,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 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,  Inspection Date: March 2021

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Structure Number: 365301,  Location: 0.35 MI E OF US-27 (Lat: 29.157117,  Lng: -82.123858),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,432 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX Railroad,  Facility Carried by Structure: SE 31st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.571,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 365302,  Location: 0.5 Mi South of SR 200 (Lat: 29.142639,  Lng: -82.185056),  Route carried "on" structure: City street 43,  Year Built: 2012,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,924 (year 2042),  Design Load: HL 93,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.972,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 360018,  Location: I-75 SB over SR-40 (Lat: 29.186317,  Lng: -82.184842),  Route carried "under" structure: State highway 40,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR-40,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 38.645,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 360022,  Location: I-75 SB over US-27 (Lat: 29.206456,  Lng: -82.184681),  Route carried "under" structure: US 27,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: US-27,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 28.773,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 360023,  Location: I-75 NB over US-27 (Lat: 29.206322,  Lng: -82.184433),  Route carried "under" structure: US 27,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 16%,  Features Intersected: US-27,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 28.799,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 360024,  Location: I-75 SB over SR-326 (Lat: 29.266958,  Lng: -82.193247),  Route carried "under" structure: State highway 326,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-326,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 20.989,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 360026,  Location: US-441-NW8th Ave SCLRR (Lat: 29.202044,  Lng: -82.141933),  Route carried "under" structure: ServiceCity street ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 10%,  Features Intersected: NW 8th Ave-SCLRR,  Facility Carried by Structure: US301-441
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 360027,  Location: SCLRR - US-27 (Lat: 29.161667,  Lng: -82.133333),  Route carried "under" structure: US 27,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2000),  Truck Traffic: 10%,  Features Intersected: US-27,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 38.019,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 360043,  Location: I-75 NB over SR-326 (Lat: 29.266944,  Lng: -82.192956),  Route carried "under" structure: State highway 326,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-326,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 21.021,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 360047,  Location: 0.2 MI. S. OF US-441 (Lat: 29.162019,  Lng: -82.135639),  Route carried "under" structure: County highway 475,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 3,125 (year 2001),  Truck Traffic: 1%,  Features Intersected: CR-475,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.676,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 360048,  Location: SW 66th St over I-75 (Lat: 29.120922,  Lng: -82.184769),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2018),  Truck Traffic: 21%,  Features Intersected: I-75,  Facility Carried by Structure: SW 66th St
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 19.201,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 360049,  Location: Leroy Baldwin Rd ovr I-75 (Lat: 29.252367,  Lng: -82.189836),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2020),  Truck Traffic: 28%,  Features Intersected: I-75,  Facility Carried by Structure: NW 63rd Street
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 33.882,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 360063,  Location: I-75 over SR-200 (Lat: 29.150367,  Lng: -82.185014),  Route carried "under" structure: State highway 200,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: SR-200,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 23.944,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 360064,  Location: I-75over SW20th ST/CRA225 (Lat: 29.168189,  Lng: -82.184897),  Route carried "under" structure: Alternate County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 5%,  Features Intersected: SW 20th ST (CR-A225),  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.281,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 360182,  Location: SW 17th St over SCLRR (Lat: 29.171681,  Lng: -82.144506),  Route carried "under" structure: ServiceCity street 464,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: CSX Railroad
Minimum Vertical Clearance: 7.83m (25.69ft),  Kilometerpoint: 1.519,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 360182,  Location: SW 17th St over SCLRR (Lat: 29.171681,  Lng: -82.144506),  Route carried "under" structure: ServiceCity street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2009),  Truck Traffic: 5%,  Features Intersected: CSX Railroad,  Facility Carried by Structure: SR 464
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 36092,  Location: I-75 NB over SR-40 (Lat: 29.186308,  Lng: -82.184611),  Route carried "under" structure: State highway 40,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR-40,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 38.669,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 365302,  Location: 0.5 Mi South of SR 200 (Lat: 29.142639,  Lng: -82.185056),  Route carried "under" structure: Interstate 75,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 97,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: I-75,  Facility Carried by Structure: SW 43rd Street
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 22.209,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 369001,  Location: XFL GRWY LAND BRDG/I-75 (Lat: 29.051944,  Lng: -82.168889),  Route carried "under" structure: Interstate 75,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 91,500 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-75,  Facility Carried by Structure: X-FL GREENWAY TRAI
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 11.175,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.2m (102.4ft)