Bridge Statistics for Palm River-Clair Mel, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 34062,  Location: Palm River Blvd at CR-846 (Lat: 26.272689,  Lng: -81.778533),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,875 (year 2041),  Design Load: HS 20,  Features Intersected: COCOHATCHEE CANAL,  Facility Carried by Structure: PALM RIVER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: 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,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100047,  Location: 2.8MI SOUTH OF SR 676 (Lat: 27.882828,  Lng: -82.395728),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 30,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,050 (year 2041),  Design Load: H 15,  Features Intersected: ARCHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.286,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 10 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: Fair,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 100048,  Location: 0.5MI SOUTH OF SR-676 (Lat: 27.915100,  Lng: -82.401894),  Route carried "on" structure: US 41,  Year Built: 1959,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 31,229 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,182 (year 2041),  Design Load: H 15,  Features Intersected: DELANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.013,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 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: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: Febuary 2021

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Structure Number: 100246,  Location: 0.1MI N OF CAUSEWAY BLVD (Lat: 27.923744,  Lng: -82.368714),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,600 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,750 (year 2042),  Design Load: H 15,  Features Intersected: DELANEY CREEK,  Facility Carried by Structure: 78TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 100288,  Location: 0.8 MI WEST OF US-301 (Lat: 27.896750,  Lng: -82.350333),  Route carried "on" structure: Alternate County highway 676A,  Year Built: 1971,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: BLOOMINGDALE CREEK,  Facility Carried by Structure: PROGRESS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 63.8 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,  Inspection Date: April 2020

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Structure Number: 100381,  Location: 0.6MI WEST OF US-301 (Lat: 27.895028,  Lng: -82.348056),  Route carried "on" structure: Alternate County highway 676,  Year Built: 1984,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,637 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.441,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100467,  Location: 0.9 MILE SOUTH OF CR676A (Lat: 27.887783,  Lng: -82.398731),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 30,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,050 (year 2041),  Features Intersected: FREDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.927,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 100483,  Location: 2MI SOUTH OF SR-618 (Lat: 27.903692,  Lng: -82.344106),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,555 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-301 (SR-43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.8m (114.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104104,  Location: 0.4MI N OF CAUSEWAY BLVD (Lat: 27.927861,  Lng: -82.360556),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,250 (year 2042),  Design Load: H 15,  Features Intersected: DELANEY CREEK,  Facility Carried by Structure: 86TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 104105,  Location: 0.09MI S OF CAUSEWAY BLVD (Lat: 27.921750,  Lng: -82.376944),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,020 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,275 (year 2042),  Features Intersected: DELANEY CREEK,  Facility Carried by Structure: 70TH ST SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104107,  Location: AT 36TH AVE AND 54TH ST (Lat: 27.915464,  Lng: -82.393392),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,250 (year 2042),  Design Load: H 15,  Features Intersected: DELANEY CREEK,  Facility Carried by Structure: 36TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104136,  Location: 1.2MI WEST OF US-41 (Lat: 27.906408,  Lng: -82.422500),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: H 20,  Features Intersected: GANNON STA DISCHARGE 1,  Facility Carried by Structure: PORT SUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 22 months,  Inspection Date: October 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104137,  Location: 1.2MI WEST OF US-41 (Lat: 27.906406,  Lng: -82.422281),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HS 20,  Features Intersected: GANNON STA DISCHARGE 2,  Facility Carried by Structure: PORT SUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 22 months,  Inspection Date: October 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $270,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104155,  Location: 0.25 MILE S OF CR-676 (Lat: 27.919222,  Lng: -82.385028),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 125 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: DELANEY CREEK,  Facility Carried by Structure: MAYDELL DRIVE
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: 1,  Length of Maximum Span: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 104333,  Location: 1.2MI NE OF US-41 (Lat: 27.885058,  Lng: -82.391753),  Route carried "on" structure: Alternate County highway 41A,  Year Built: 1925,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 990 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,237 (year 2041),  Features Intersected: RACEWAY CANAL
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: October 2021,  Underwater Inspection Date: October 2021

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Structure Number: 104493,  Location: 0.2MI S/O SR-60(ADAMO DR) (Lat: 27.949167,  Lng: -82.385361),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 2,800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2041),  Design Load: HL 93,  Features Intersected: PALM RIVER,  Facility Carried by Structure: MAYDELL DRIVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100381,  Location: 0.6MI WEST OF US-301 (Lat: 27.895028,  Lng: -82.348056),  Route carried "under" structure: Interstate 75,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 143,500 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: CR676A PROGRESS BD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 31.348,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 100483,  Location: 2MI SOUTH OF SR-618 (Lat: 27.903692,  Lng: -82.344106),  Route carried "under" structure: US 301,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: US-301 (SR-43)
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 31.028,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)