Bridge Statistics for North Fort Myers, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10064,  Location: 1.5 Mi. East of US 41 (Lat: 26.810639,  Lng: -81.932028),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 20.69m (67.88ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 5,473 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-75 - SCL RR,  Facility Carried by Structure: OIL WELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.400,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: 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 Precast Panels

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Structure Number: 10078,  Location: 1.0 MI N OF LEE COUNTY (Lat: 26.778614,  Lng: -81.893569),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 24,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,074 (year 2042),  Design Load: HL 93,  Features Intersected: SANDY HARTMANS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.714,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10079,  Location: 1.0 MI N OF LEE COUNTY (Lat: 26.779219,  Lng: -81.893086),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 24,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,074 (year 2042),  Design Load: HL 93,  Features Intersected: SANDY HARTMANS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.714,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120012,  Location: 0.2MI N OF US41 BUS INTER (Lat: 26.714358,  Lng: -81.903031),  Route carried "on" structure: US 41,  Year Built: 1962,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: APEX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.985,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 11 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: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020

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Structure Number: 120075,  Location: 1.7 MI E of BUS 41 (Lat: 26.692153,  Lng: -81.857519),  Route carried "on" structure: State highway 78,  Year Built: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 36,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: H 15,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.217,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 120081,  Location: 1 Mi. S of SR-78 (Lat: 26.705058,  Lng: -81.804042),  Route carried "on" structure: Interstate 75,  Year Built: 1977,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.288,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120082,  Location: 1.0MI SOUTH OF SR-78 (Lat: 26.705281,  Lng: -81.803769),  Route carried "on" structure: Interstate 75,  Year Built: 1977,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: TIDAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.294,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120098,  Location: 3.9Mi N of SR-78 (Lat: 26.737094,  Lng: -81.913217),  Route carried "on" structure: US 41,  Year Built: 1942,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GATOR SLOUGH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.714,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than 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: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 120099,  Location: 4.5Mi N of SR 78 (Lat: 26.743911,  Lng: -81.916917),  Route carried "on" structure: US 41,  Year Built: 1975,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,315 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GATOR SLOUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.553,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 1201,  Location: 0.1Mi. S of SR-78 (Lat: 26.711642,  Lng: -81.809225),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: POPASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.136,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120101,  Location: 0.1MI SOUTH OF SR-78 (Lat: 26.711711,  Lng: -81.808833),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: POPASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.147,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120102,  Location: 0.6Mi. South of SR-78 (Lat: 26.708075,  Lng: -81.806464),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 28.96m (95.01ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: TIDAL MARSH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.579,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120103,  Location: 0.6MI SOUTH OF SR-78 (Lat: 26.708244,  Lng: -81.806114),  Route carried "on" structure: Interstate 75,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 28.96m (95.01ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: TIDAL MARSH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.580,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120112,  Location: 1.5MI N/O Caloosahatchee (Lat: 26.715031,  Lng: -81.811911),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: SR-78 (BAYSHORE RD.)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 45.622,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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: 120113,  Location: 1.5MI N/O Caloosahatche (Lat: 26.715050,  Lng: -81.811553),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: SR-78 (BAYSHORE RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.601,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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: 120114,  Location: 2.9 Mi. N of SR-78 (Lat: 26.739731,  Lng: -81.850594),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 18.94m (62.14ft),  Average Daily Traffic: 2,200 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,817 (year 2041),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: SLATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.315,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120115,  Location: 0.1MI NORTH OF SR-78 (Lat: 26.715661,  Lng: -81.808583),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2041),  Design Load: HS 20,  Features Intersected: POPASH CREEK,  Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120117,  Location: 0.19MI E of I 75 (Lat: 26.714961,  Lng: -81.808403),  Route carried "on" structure: State highway 78,  Year Built: 1979,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 14,300 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,810 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: POPASH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.289,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120132,  Location: 3.5 MI NORTH OF SR 78 (Lat: 26.742417,  Lng: -81.854083),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 86,750 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DAUGHTREY CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.984,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 60.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 120133,  Location: 3.7 MI N of SR 78 (Lat: 26.744308,  Lng: -81.855850),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 86,750 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DAUGHTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.213,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.5m (116.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 60.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 120134,  Location: 1.4MI. S OF COUNTY LINE (Lat: 26.753203,  Lng: -81.866036),  Route carried "on" structure: Interstate 75,  Year Built: 1980,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 86,750 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.632,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 120750,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 120135,  Location: 5.2MI NORTH OF SR-78 (Lat: 26.765564,  Lng: -81.875742),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,375 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GILCHREST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.327,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 120136,  Location: 0.4mi. S OF CHARLOTTE CO. (Lat: 26.765117,  Lng: -81.876239),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,375 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GILCHREST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.323,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 120137,  Location: 1.6MI. N OF SR-78 (Lat: 26.724903,  Lng: -81.833383),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,375 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.182,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  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: May 2021

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Structure Number: 120138,  Location: 1.6MI. N OF SR-78 (Lat: 26.726425,  Lng: -81.833942),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,375 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.279,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 76.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 120139,  Location: 2.4MI. N OF SR-78 (Lat: 26.733503,  Lng: -81.843519),  Route carried "on" structure: Interstate 75,  Year Built: 1979,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 47,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 81,545 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BAYSHORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.508,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 120161,  Location: 0.3 MI E of BUS 41 (Lat: 26.682906,  Lng: -81.877386),  Route carried "on" structure: State highway 78,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 36,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,460 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: POWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.141,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 120163,  Location: 0.5 MI E of BUS 41 (Lat: 26.683444,  Lng: -81.874894),  Route carried "on" structure: State highway 78,  Year Built: 1987,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 36,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,460 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MARTIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.393,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 120166,  Location: 0.5MI EAST OF I-75 (Lat: 26.714967,  Lng: -81.799792),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 14,300 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,810 (year 2042),  Design Load: HS 20,  Features Intersected: STROUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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,  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 Cast-file-Place

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Structure Number: 120171,  Location: 0.5 MI WEST OF US-41 (Lat: 26.681806,  Lng: -81.910611),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 36,500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,328 (year 2041),  Design Load: HS 20,  Features Intersected: Canal 171
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.811,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021

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Structure Number: 120174,  Location: 3.2MI EAST OF BUS 41 (Lat: 26.703978,  Lng: -81.844628),  Route carried "on" structure: State highway 78,  Year Built: 2007,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 24,500 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: DAUGHTREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.233,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Febuary 2022

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Structure Number: 120175,  Location: 1.8Mi W of I-75 (Lat: 26.708525,  Lng: -81.839567),  Route carried "on" structure: State highway 78,  Year Built: 2007,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 24,500 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: POLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.943,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Febuary 2022

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Structure Number: 120176,  Location: 1.0MI WEST OF I-75 (Lat: 26.715019,  Lng: -81.828800),  Route carried "on" structure: State highway 78,  Year Built: 2007,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 24,500 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: LEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.267,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  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,  Inspection Date: Febuary 2022

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Structure Number: 124018,  Location: 1.0MI S/O HANCOCK BR PKY (Lat: 26.637969,  Lng: -81.915494),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 8,656 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,089 (year 2041),  Features Intersected: LOCHMOOR CANAL,  Facility Carried by Structure: ORANGE GROVE BLVD
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124019,  Location: 0.8 MI WEST OF US-41 (Lat: 26.659889,  Lng: -81.897611),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 23,200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,360 (year 2041),  Features Intersected: HANCOCK CREEK,  Facility Carried by Structure: HANCOCK BRIDG PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.116,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124022,  Location: 0.2MI EAST OF SR-45A (Lat: 26.671386,  Lng: -81.878903),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 2,680 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,350 (year 2041),  Design Load: HS 20,  Features Intersected: POWELL CREEK,  Facility Carried by Structure: BROOKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124023,  Location: 0.3MI EAST OF US-41B (Lat: 26.678444,  Lng: -81.878472),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,220 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,025 (year 2041),  Features Intersected: POWELL CREEK,  Facility Carried by Structure: EAST MARIANA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124028,  Location: 1.1MI WEST OF US-41 (Lat: 26.696722,  Lng: -81.920306),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,463 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,786 (year 2041),  Features Intersected: YELLOW FEVER CREEK,  Facility Carried by Structure: LITTLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 124029,  Location: 0.5MI South of SR-78 (Lat: 26.711389,  Lng: -81.827361),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 270 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 337 (year 2041),  Design Load: HS 20,  Features Intersected: DAUGHTREY CREEK,  Facility Carried by Structure: SAMVILLE 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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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,  Waterway Adequacy: Better than 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: Bituminous

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Structure Number: 12403,  Location: 0.2MI E of SLATER ROAD (Lat: 26.722222,  Lng: -81.849778),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load-capacity,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 312 (year 2041),  Features Intersected: DAUGHTREY CREEK,  Facility Carried by Structure: BRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 124031,  Location: 2.1MI North of CR-78 (Lat: 26.727906,  Lng: -81.851436),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 6,549 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,876 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF DAUGHTREY CRK,  Facility Carried by Structure: SLATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124032,  Location: 0.1MI W of SLATER ROAD (Lat: 26.755306,  Lng: -81.851406),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 270 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 337 (year 2041),  Design Load: HS 20,  Features Intersected: UPPER DAUGHTREY CREEK,  Facility Carried by Structure: NALLE GRADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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

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Structure Number: 124033,  Location: 2.5MI EAST OF SLATER RD (Lat: 26.755408,  Lng: -81.809503),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,313 (year 2041),  Design Load: HS 20,  Features Intersected: UPPER POPASH CREEK,  Facility Carried by Structure: NALLE GRADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 124055,  Location: 1.1 MI E OF BUS US-41 (Lat: 26.704139,  Lng: -81.877750),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 6,640 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,972 (year 2041),  Design Load: H 20,  Features Intersected: POWELL CREEK,  Facility Carried by Structure: LAUREL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 124078,  Location: 0.2MI N. of BETMAR BLVD (Lat: 26.670750,  Lng: -81.897472),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 625 (year 2041),  Design Load: HS 20,  Features Intersected: BUM BUM CREEK,  Facility Carried by Structure: DRIFTWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: 124085,  Location: 0.4MI WEST OF US-41 (Lat: 26.667194,  Lng: -81.896528),  Route carried "on" structure: Alternate County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 20,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,210 (year 2041),  Design Load: HS 20,  Features Intersected: HANCOCK CREEK,  Facility Carried by Structure: PONDELLA RD/CR-78A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.113,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 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: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels