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

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Structure Number: 160322,  Location: 0.9MI E OF US-98 (Lat: 28.093453,  Lng: -81.958336),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 6,732 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,680 (year 2042),  Design Load: HS 20,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: CARPENTERS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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

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Structure Number: 160323,  Location: 2.4 MI EAST OF US-98 (Lat: 28.110083,  Lng: -81.942361),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,962 (year 2042),  Design Load: HS 20,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: OLD COMBEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.1m (177.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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

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Structure Number: 160324,  Location: 0.4 MI EAST OF SR-570 (Lat: 28.155667,  Lng: -81.841806),  Route carried "on" structure: County highway 400,  Year Built: 2004,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,899 (year 2042),  Design Load: HS 20,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: MT OLIVE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.912,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State 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: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160325,  Location: 0.1MI EAST OF SUTTON RD. (Lat: 28.054944,  Lng: -82.011000),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 7,941 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,778 (year 2042),  Design Load: HS 20,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: SWINDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.695,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 77.0m (252.6ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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

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Structure Number: 160326,  Location: 2.3 MI WEST OF US-98 (Lat: 28.062222,  Lng: -82.000833),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,542 (year 2042),  Design Load: HS 20,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: WEST 10TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.455,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 77.0m (252.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: Superior 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

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Structure Number: 160327,  Location: 0.5 MI W OF KATHLEEN RD (Lat: 28.069678,  Lng: -81.990881),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 15.34m (50.33ft),  Average Daily Traffic: 4,091 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,098 (year 2042),  Design Load: HL 93,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: W BELLA VISTA ST
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.903,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 76.7m (251.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 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: Better than present minimum 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

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Structure Number: 160328,  Location: 0.8 MI SOUTH OF CR-582 (Lat: 28.072736,  Lng: -81.986858),  Route carried "on" structure: State highway 539,  Year Built: 2005,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-4 (SR-400)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.880,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior 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

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Structure Number: 160329,  Location: 0.7MI W OF US-98 (Lat: 28.080639,  Lng: -81.976472),  Route carried "on" structure: County highway 582,  Year Built: 2005,  Status: Open,  Structure Length: 15.49m (50.82ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,504 (year 2042),  Design Load: HL 93,  Features Intersected: I-4 (SR-400)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.812,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 77.5m (254.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 43.2 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: Better than present minimum 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160349,  Location: 1.3MI E OF COMBEE RD (Lat: 28.047750,  Lng: -81.886917),  Route carried "on" structure: US 92,  Year Built: 2016,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 32,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,388 (year 2041),  Design Load: HL 93,  Features Intersected: Lk Parker Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.290,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 48.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 16035,  Location: 1.9 MI EAST OF (SR-659) (Lat: 28.047781,  Lng: -81.876639),  Route carried "on" structure: US 92,  Year Built: 2017,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 16,250 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,194 (year 2041),  Design Load: HL 93,  Features Intersected: SADDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160351,  Location: 0.4 MI E OF SADDLE CRK RD (Lat: 28.047944,  Lng: -81.876444),  Route carried "on" structure: US 92,  Year Built: 2017,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 16,250 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,194 (year 2041),  Design Load: HL 93,  Features Intersected: SADDLE CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 8.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160526,  Location: 0.3 MI EAST OF US-92 (Lat: 28.046022,  Lng: -81.965664),  Route carried "on" structure: State highway 548,  Year Built: 2009,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 15,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,198 (year 2042),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.287,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.1m (154.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 164117,  Location: 0.8 Mi. South of CR 582 (Lat: 28.068094,  Lng: -82.031372),  Route carried "on" structure: County highway ,  Year Built: 1946,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,386 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,140 (year 2042),  Design Load: HS 20,  Features Intersected: ITCHEPACKESASSA CREEK,  Facility Carried by Structure: WALKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: Bituminous

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Structure Number: 16417,  Location: 0.2 MI WEST OF US-98 (Lat: 28.135425,  Lng: -81.976633),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,483 (year 2042),  Features Intersected: FOX BRANCH,  Facility Carried by Structure: DUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.580,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 164422,  Location: 1.4MI E OF COUNTY LINE RD (Lat: 27.981978,  Lng: -82.032789),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,150 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,995 (year 2042),  Design Load: HS 20,  Features Intersected: ENGLISH CREEK,  Facility Carried by Structure: MEDULLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.245,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Bituminous

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Structure Number: 164448,  Location: 0.5 MI NORTH OF EWELL RD (Lat: 27.959528,  Lng: -82.055583),  Route carried "on" structure: County highway ,  Year Built: 1990,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 12.21m (40.06ft),  Average Daily Traffic: 15,100 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,198 (year 2042),  Design Load: HL 93,  Features Intersected: ENGLISH CREEK,  Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.513,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 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,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: 16445,  Location: 0.1MI E OF COUNTY LINE RD (Lat: 27.982047,  Lng: -82.053617),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,150 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,995 (year 2042),  Design Load: HS 20,  Features Intersected: HAMILTON CREEK,  Facility Carried by Structure: MEDULLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 164501,  Location: 0.1 MI SOUTH OF CR-582 (Lat: 28.079094,  Lng: -81.957350),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 3,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,726 (year 2042),  Design Load: HS 20,  Features Intersected: LUGUNA CANAL,  Facility Carried by Structure: NORTH FLORIDA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: December 2021,  Underwater Inspection Date: November 2021

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Structure Number: 164503,  Location: 200FT S OF CAROLYN DR (Lat: 27.997167,  Lng: -81.955583),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 350 (year 2021),  Average Future Daily Traffic: 607 (year 2042),  Features Intersected: TIMMY'S DITCH,  Facility Carried by Structure: WESTOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 164504,  Location: 98FT N OF N FRONTAGE RD (Lat: 27.997128,  Lng: -81.968506),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: OAKBRIDGE BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 164505,  Location: 98FT N OF N FRONTAGE RD (Lat: 27.997125,  Lng: -81.968614),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: OAKBRIDGE BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 164506,  Location: 0.1MI WEST OF MAIN ST. (Lat: 28.046383,  Lng: -81.949133),  Route carried "on" structure: US 98,  Year Built: 2003,  Status: Open,  Structure Length: 24.53m (80.48ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,858 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & CITY STREETS
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.180,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 164509,  Location: 1.3 MI S OF I-4 EAST (Lat: 28.135697,  Lng: -81.840481),  Route carried "on" structure: State highway 570,  Year Built: 2011,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,894 (year 2042),  Design Load: HL 93,  Features Intersected: PACE RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 36.999,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 164524,  Location: 0.3MI. E/O COUNTY LINE RD (Lat: 27.970975,  Lng: -82.050497),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,936 (year 2042),  Design Load: HL 93,  Features Intersected: ENGLISH CREEK,  Facility Carried by Structure: W PIPKIN RD. WB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.452,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 164527,  Location: 0.3MI. E/O COUNTY LINE RD (Lat: 27.970844,  Lng: -82.050528),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,936 (year 2042),  Design Load: HL 93,  Features Intersected: ENGLISH CREEK,  Facility Carried by Structure: W PIPKIN RD. EB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.452,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 164534,  Location: 1.0MI N OF LAKE MIRIAM DR (Lat: 27.990458,  Lng: -81.924000),  Route carried "on" structure: County highway 37B,  Year Built: 2011,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,500 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,243 (year 2041),  Design Load: HL 93,  Features Intersected: DEERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.743,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 165001,  Location: 0.3MI NORTH OF EWELL RD (Lat: 27.957611,  Lng: -82.034944),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 38 (year 2040),  Design Load: HL 93,  Features Intersected: WETLAND CONSERVATION,  Facility Carried by Structure: STREET 4B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 165703,  Location: 1000Ft. E of SR-33 (Lat: 28.089750,  Lng: -81.950361),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 35 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Crago Canal,  Facility Carried by Structure: Lake Crago Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: January 2021,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 160023,  Location: 0.3 MI S/O US-92 (Lat: 28.048111,  Lng: -81.940889),  Route carried "under" structure: City street 98,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 31,230 (year 2021),  Truck Traffic: 5%,  Features Intersected: N LAKE PARKER AVE,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.088,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 160028,  Location: 0.3 MI N OF MAIN ST (Lat: 28.048611,  Lng: -81.939167),  Route carried "under" structure: Business US 92,  Year Built: 1943,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: US-92 BUS (N GARY),  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 2.041,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 160068,  Location: 0.7 MI S OF I-4 (SR-400) (Lat: 28.054856,  Lng: -81.970322),  Route carried "under" structure: State highway 539,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-539 (KATHLEEN RD),  Facility Carried by Structure: US-92 (SR-600A)
Minimum Vertical Clearance: 6.74m (22.11ft),  Kilometerpoint: 1.263,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 160173,  Location: 0.3MI W OF CR-35A (Lat: 28.070539,  Lng: -81.989842),  Route carried "under" structure: Interstate 4,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 104,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 7.865,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 160173,  Location: 0.3MI W OF CR-35A (Lat: 28.070539,  Lng: -81.989842),  Route carried "under" structure: Ramp Interstate 4,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.042,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 160173,  Location: 0.3MI W OF CR-35A (Lat: 28.070539,  Lng: -81.989842),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2019),  Truck Traffic: 14%,  Features Intersected: I-4,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.373,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 160177,  Location: 1.4 MI E OF US-98 (Lat: 28.098106,  Lng: -81.951411),  Route carried "under" structure: County highway 582,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR-582 (SOCRUM LOOP RD),  Facility Carried by Structure: I-4 WB (SR-400)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 12.007,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 160178,  Location: 1.4MI E OF US-98 (Lat: 28.097594,  Lng: -81.951472),  Route carried "under" structure: County highway 582,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR-582 (SOCRUM LOOP RD),  Facility Carried by Structure: I-4 EB (SR-400)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 11.974,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 160181,  Location: 3.4 MI WEST OF SR-570 (Lat: 28.140372,  Lng: -81.898475),  Route carried "under" structure: State highway 33,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2020),  Truck Traffic: 21%,  Features Intersected: SR-33 (LAKELAND HILLS BL,  Facility Carried by Structure: I-4 WB (SR-400)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.589,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 160182,  Location: 3.4 MI W OF SR-570 (Lat: 28.139986,  Lng: -81.898664),  Route carried "under" structure: State highway 33,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2020),  Truck Traffic: 18%,  Features Intersected: SR-33 (LAKELAND HILLS B,  Facility Carried by Structure: I-4 EB (SR-400)
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 13.551,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 160189,  Location: 0.2MI W OF SR-37 (Lat: 28.044167,  Lng: -81.961111),  Route carried "under" structure: State highway 563,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR-563 (SIKES BLVD),  Facility Carried by Structure: CSX RR (2 TRACKS)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.426,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 16019,  Location: 0.2MI W OF SR-37 (Lat: 28.044064,  Lng: -81.960964),  Route carried "under" structure: State highway 563,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SIKES BLVD (SR-563),  Facility Carried by Structure: MAIN ST (CR-542)
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 160191,  Location: 0.2 MI WEST OF SR-37 (Lat: 28.042897,  Lng: -81.960500),  Route carried "under" structure: State highway 563,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 15%,  Features Intersected: SIKES BLVD (SR-563),  Facility Carried by Structure: LEMON ST
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 160192,  Location: 0.2MI W OF SR-37 (Lat: 28.041678,  Lng: -81.960114),  Route carried "under" structure: State highway 563,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-563,  Facility Carried by Structure: WEST ORANGE STREET
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 160249,  Location: 0.4MI W OF HARDEN BLVD (Lat: 27.996278,  Lng: -81.981861),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Truck Traffic: 25%,  Features Intersected: CSXRR,Beaker&WilkinsonRd,  Facility Carried by Structure: S FRONTAGE RD 5.0
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.3m (197.8ft)

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Structure Number: 16025,  Location: 0.4 MI W OF HARDEN BLVD (Lat: 27.996769,  Lng: -81.982525),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,900 (year 2016),  Truck Traffic: 12%,  Features Intersected: CSXRR,Beaker&WilkinsonRd,  Facility Carried by Structure: SR 570 POLK WB 5.1
Minimum Vertical Clearance: 7.98m (26.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 160251,  Location: 0.4 MI W OF HARDEN BLVD (Lat: 27.996472,  Lng: -81.982222),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,900 (year 2016),  Truck Traffic: 12%,  Features Intersected: CSXRR,Beaker&WilkinsonRd,  Facility Carried by Structure: SR 570 POLK EB 5.1
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.5m (195.2ft)

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Structure Number: 160252,  Location: 0.4 MI W OF HARDEN BLVD (Lat: 27.996911,  Lng: -81.982653),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Truck Traffic: 25%,  Features Intersected: CSXRR,Beaker&WilkinsonRd,  Facility Carried by Structure: N FRONTAGE RD 5.1
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.1m (197.2ft)

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Structure Number: 160255,  Location: 6.3 MI EAST OF I-4 WEST (Lat: 27.996483,  Lng: -81.963911),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 17%,  Features Intersected: UNDERPASS ROAD,  Facility Carried by Structure: SR 570 POLK WB 6.2
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 10.066,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 160256,  Location: 6.3 MI EAST OF I-4 WEST (Lat: 27.996250,  Lng: -81.963903),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 17%,  Features Intersected: UNDERPASS ROAD,  Facility Carried by Structure: SR 570 POLK EB 6.2
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 10.066,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 160257,  Location: 6.8 MI EAST OF I-4 WEST (Lat: 27.996222,  Lng: -81.957006),  Route carried "under" structure: State highway 37,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 37 S FLORIDA AVE,  Facility Carried by Structure: SR 570 POLK WB 6.6
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 40.842,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 160258,  Location: 6.8 MI EAST OF I-4 WEST (Lat: 27.995992,  Lng: -81.957006),  Route carried "under" structure: State highway 37,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 37 S FLORIDA AVE,  Facility Carried by Structure: SR 570 POLK EB 6.6
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 40.818,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.8m (179.8ft)

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Structure Number: 160259,  Location: 7.3 MI EAST OF I-4 WEST (Lat: 27.994700,  Lng: -81.948747),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 18,350 (year 2020),  Truck Traffic: 17%,  Features Intersected: CLEVELAND HEIGHTS BLVD,  Facility Carried by Structure: SR 570 POLK WB 7.2
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 11.586,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 16026,  Location: 7.3 MI EAST OF I-4 WEST (Lat: 27.994483,  Lng: -81.948744),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 18,350 (year 2020),  Truck Traffic: 17%,  Features Intersected: CLEVELAND HEIGHTS BLVD,  Facility Carried by Structure: SR 570 POLK EB 7.2
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 11.584,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 160263,  Location: 10.1 MI EAST OF I-4 WEST (Lat: 28.000692,  Lng: -81.901964),  Route carried "under" structure: US 98,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: US 98,  Facility Carried by Structure: SR570 POLK WB 10.1
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 13.111,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 160264,  Location: 10.1 MI EAST OF I-4 WEST (Lat: 28.000472,  Lng: -81.901789),  Route carried "under" structure: US 98,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: US 98,  Facility Carried by Structure: SR570 EB POLK 10.1
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 13.081,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 160273,  Location: 11.1 MI EAST OF I-4 (Lat: 28.005697,  Lng: -81.889217),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2020),  Truck Traffic: 22%,  Features Intersected: REYNOLDS ROAD,  Facility Carried by Structure: SR 570 WB 10.8
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 160274,  Location: 11.1 MI EAST OF I-4 (Lat: 28.005492,  Lng: -81.889100),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2020),  Truck Traffic: 22%,  Features Intersected: REYNOLDS ROAD,  Facility Carried by Structure: SR 570 EB 10.8
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 160288,  Location: 1.3 MI S OF I-4 EAST (Lat: 28.135703,  Lng: -81.840142),  Route carried "under" structure: County highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 30,370 (year 2011),  Truck Traffic: 2%,  Features Intersected: PACE RD,  Facility Carried by Structure: SR 570 POLK 22.9
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 160297,  Location: 0.7MI N OF NEW TAMPA HWY. (Lat: 28.036806,  Lng: -82.055942),  Route carried "under" structure: Interstate 4,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 118,000 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-4 (SR-400),  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)