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

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Structure Number: 10026,  Location: 0.2 MI. S OF HARBOR BLVD. (Lat: 26.979203,  Lng: -82.094856),  Route carried "on" structure: US 41,  Year Built: 1966,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 37,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,062 (year 2042),  Features Intersected: ELKHAM WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.907,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: May 2020

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Structure Number: 10035,  Location: 6.4MI W OF US 41 (Lat: 26.958222,  Lng: -82.212453),  Route carried "on" structure: State highway 776,  Year Built: 1959,  Status: Open,  Structure Length: 38.40m (125.98ft),  Average Daily Traffic: 14,375 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,941 (year 2042),  Design Load: H 20,  Features Intersected: MYAKKA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.997,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 7.5m (24.6ft), Horizontal Clearance: 15.0m (49.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10043,  Location: 0.1MI S OF TOLEDO BLADE B (Lat: 27.005561,  Lng: -82.131350),  Route carried "on" structure: US 41,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH MURDOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.550,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 13 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: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 10044,  Location: 300FT S OF MURDOCK CIR (Lat: 27.009778,  Lng: -82.139389),  Route carried "on" structure: US 41,  Year Built: 1970,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 46,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 79,810 (year 2042),  Design Load: HS 20,  Features Intersected: PELLAM WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.480,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 86.3 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,  Inspection Date: May 2020

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Structure Number: 10104,  Location: 6.4MI WEST OF US 41 (Lat: 26.958472,  Lng: -82.212639),  Route carried "on" structure: State highway 776,  Year Built: 2001,  Status: Open,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 14,375 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,941 (year 2042),  Design Load: HS 20,  Features Intersected: MYAKKA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.988,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 15.0m (49.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14029,  Location: 0.3MI W OF MIDWAY BLVD. (Lat: 26.973719,  Lng: -82.136053),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,576 (year 2042),  Design Load: HS 20,  Features Intersected: PELLAM WATERWAY,  Facility Carried by Structure: EDGEWATER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.927,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14036,  Location: 0.2MI S OF EDGEWATER DR. (Lat: 26.971075,  Lng: -82.131047),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 10,080 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,489 (year 2042),  Design Load: HS 20,  Features Intersected: ABHENRY WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.761,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14037,  Location: 0.3 MI S of EDGEWATER DR (Lat: 26.968578,  Lng: -82.131058),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,580 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,416 (year 2042),  Design Load: HS 20,  Features Intersected: COUNTRYMAN WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14038,  Location: 0.8 MI S OF EDGEWATER DR (Lat: 26.962022,  Lng: -82.131072),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,726 (year 2042),  Design Load: HS 20,  Features Intersected: ACKERMAN WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.762,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14041,  Location: 100 YDS. W OF JACOBS ST. (Lat: 26.995039,  Lng: -82.222403),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 87 (year 2042),  Features Intersected: HASTING WATERWAY,  Facility Carried by Structure: MCPHERSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 minimum 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14042,  Location: 0.1MI E OF FLAMINGO BLVD (Lat: 26.974111,  Lng: -82.164261),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,155 (year 2042),  Design Load: HS 20,  Features Intersected: COMO WATERWAY,  Facility Carried by Structure: EDGEWATER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.142,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14043,  Location: 33YDS W OF CABARET ST. (Lat: 26.988642,  Lng: -82.164236),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 540 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 937 (year 2042),  Design Load: HS 20,  Features Intersected: COMO WATERWAY,  Facility Carried by Structure: WINTERGARDEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14051,  Location: 100FT E OF WHEATLEY ST. (Lat: 27.008603,  Lng: -82.244119),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,082 (year 2041),  Design Load: H 20,  Features Intersected: VENUS WATERWAY,  Facility Carried by Structure: EISENHOWER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.144,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14052,  Location: 100FT E OF MARCH DRIVE (Lat: 27.012100,  Lng: -82.250942),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 160 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 278 (year 2041),  Design Load: HL 93,  Features Intersected: CHESHIRE WATERWAY,  Facility Carried by Structure: EISENHOWER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.372,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 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: 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: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 14066,  Location: 50FT N OF JESSICA TERRACE (Lat: 26.982000,  Lng: -82.171583),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,155 (year 2041),  Design Load: HS 20,  Features Intersected: CHRISTOPHER WATERWAY,  Facility Carried by Structure: FLAMINGO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.156,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14068,  Location: 33YDS E OF LAKE WORTH BLV (Lat: 26.962050,  Lng: -82.164669),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,080 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,874 (year 2042),  Design Load: HS 20,  Features Intersected: BAY HARBOR WATERWAY,  Facility Carried by Structure: OHARA 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14073,  Location: 0.4 MI WEST OF US-41 (Lat: 26.991536,  Lng: -82.121706),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,491 (year 2042),  Features Intersected: NORTH SPRING LAKE,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.624,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14077,  Location: 0.3MI W OF US-41 (Lat: 26.964311,  Lng: -82.082389),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 13,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,902 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: OLMAN WATERWAY,  Facility Carried by Structure: EDGEWATER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.927,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14081,  Location: 0.5 MILE E OF US-41 (Lat: 26.999422,  Lng: -82.108858),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,770 (year 2042),  Design Load: HS 20,  Features Intersected: DORCHESTER WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021

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Structure Number: 14092,  Location: 1MI E OF US-41 (Lat: 27.018150,  Lng: -82.131225),  Route carried "on" structure: County highway 771,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,243 (year 2042),  Design Load: HS 20,  Features Intersected: CREST VIEW WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.580,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 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: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021

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Structure Number: 14093,  Location: 0.5MI E OF US-41 (Lat: 27.015361,  Lng: -82.139000),  Route carried "on" structure: County highway 771,  Year Built: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,243 (year 2042),  Design Load: HS 20,  Features Intersected: PELLAM WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.758,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 21 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: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: May 2021

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Structure Number: 14094,  Location: 2.5 MI. E OF US-41 (Lat: 27.025914,  Lng: -82.108483),  Route carried "on" structure: County highway 771,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,243 (year 2042),  Design Load: HS 20,  Features Intersected: DORCHESTER WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.994,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021

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Structure Number: 14095,  Location: 0.2MI. EAST OF US-41 (Lat: 26.961417,  Lng: -82.066750),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HS 20,  Features Intersected: H.P.D.C. LUTHER CANAL,  Facility Carried by Structure: HARPER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  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,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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: May 2021,  Underwater Inspection Date: April 2021

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Structure Number: 14116,  Location: 0.6MI EAST OF US-41 (Lat: 26.987875,  Lng: -82.094719),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,574 (year 2042),  Design Load: HS 20,  Features Intersected: ELKCAM WATERWAY,  Facility Carried by Structure: OLEAN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 64.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2021

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Structure Number: 14118,  Location: 0.46MI SOUTH OF US-41 (Lat: 27.003603,  Lng: -82.139428),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,975 (year 2042),  Design Load: HS 20,  Features Intersected: PELLAM WATERWAY,  Facility Carried by Structure: COCHRAN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.602,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.4 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: Superior 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: June 2021,  Underwater Inspection Date: May 2021

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Structure Number: 14121,  Location: 1.3MI WEST OF SR 769 (Lat: 26.999444,  Lng: -82.078028),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 14,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,811 (year 2040),  Design Load: HL 93,  Features Intersected: YALE WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.130,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 22.7m (74.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2020

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Structure Number: 14122,  Location: 0.9 MI. W OF SR 769 (Lat: 26.999433,  Lng: -82.071875),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,300 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,810 (year 2042),  Design Load: HL 93,  Features Intersected: FORDHAM WATERWAY,  Facility Carried by Structure: MIDWAY BLVD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.740,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 81.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 14124,  Location: 200FT N OF CONWAY BLVD (Lat: 26.975139,  Lng: -82.090083),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: HL 93,  Features Intersected: FORDHAM WATERWAY,  Facility Carried by Structure: S TAMIAMI DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14128,  Location: 320FT. W OF CONWAY BLVD. (Lat: 26.987833,  Lng: -82.087106),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,574 (year 2042),  Design Load: HL 93,  Features Intersected: FORDHAM WATERWAY,  Facility Carried by Structure: OLEAN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.635,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 14129,  Location: 0.25MI S OF MIDWAY BLVD. (Lat: 26.996681,  Lng: -82.090536),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,249 (year 2042),  Design Load: HL 93,  Features Intersected: ELKCAM WATERWAY,  Facility Carried by Structure: BIRCHCREST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 14131,  Location: 0.3MI S OF MIDWAY BLVD. (Lat: 26.995361,  Lng: -82.081056),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,249 (year 2042),  Design Load: HL 93,  Features Intersected: FORDHAM WATERWAY,  Facility Carried by Structure: CONWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.488,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 14132,  Location: 150FT E OF HARBOR BLVD. (Lat: 26.995278,  Lng: -82.094953),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,249 (year 2042),  Design Load: HL 93,  Features Intersected: ELKCAM WATERWAY,  Facility Carried by Structure: GIBRALTER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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,  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: October 2020,  Underwater Inspection Date: September 2020

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Structure Number: 14134,  Location: 0.25MI E OF HINTON ST. (Lat: 27.010114,  Lng: -82.102778),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 5,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,890 (year 2041),  Design Load: HL 93,  Features Intersected: MORNINGSTAR WATERWAY,  Facility Carried by Structure: QUESADA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.013,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: September 2020,  Underwater Inspection Date: August 2020

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Structure Number: 14135,  Location: 180FT EAST OF HINTON ST (Lat: 27.010169,  Lng: -82.108561),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,890 (year 2041),  Design Load: HL 93,  Features Intersected: DORCHESTER WATERWAY,  Facility Carried by Structure: QUESADA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020

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Structure Number: 14137,  Location: 0.2MI NORTH OF US-41 (Lat: 27.002114,  Lng: -82.123136),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,350 (year 2041),  Design Load: HL 93,  Features Intersected: LIONHEART WATERWAY,  Facility Carried by Structure: FORREST NELSON BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 14138,  Location: 1MI E OF TOLEDO BLADE BLV (Lat: 27.017869,  Lng: -82.118558),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 10,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,697 (year 2042),  Design Load: HL 93,  Features Intersected: SUNSET WATERWAY,  Facility Carried by Structure: PEACHLAND BLVD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.358,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 77.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: March 2020

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Structure Number: 14139,  Location: 0.1MI W OF FORREST NELSON (Lat: 27.010611,  Lng: -82.124739),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 8,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,748 (year 2042),  Design Load: HL 93,  Features Intersected: LIONHEART WATERWAY,  Facility Carried by Structure: QUESADA AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 1414,  Location: 3.4MI W OF VETERANS BLVD. (Lat: 27.017681,  Lng: -82.108531),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,350 (year 2041),  Design Load: HL 93,  Features Intersected: DORCHESTER WATERWAY,  Facility Carried by Structure: PEACHLAND BLVD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.357,  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: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020

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Structure Number: 14141,  Location: 3.1 MI W OF VETERANS B (Lat: 27.017611,  Lng: -82.102778),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,350 (year 2041),  Design Load: HL 93,  Features Intersected: MORNINGSTAR WATERWAY,  Facility Carried by Structure: PEACHLAND BLVD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.927,  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: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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 2020,  Underwater Inspection Date: June 2020

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Structure Number: 14142,  Location: 0.3 MI WEST OF ATWATER (Lat: 27.024128,  Lng: -82.118517),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HL 93,  Features Intersected: SUNSET WATERWAY,  Facility Carried by Structure: KENILWORTH BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 2 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: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021

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Structure Number: 14143,  Location: 3.0MI W of US-41 (Lat: 26.973422,  Lng: -82.119811),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,076 (year 2042),  Design Load: HL 93,  Features Intersected: West Springlake Waterway,  Facility Carried by Structure: Edgewater Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.3 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: Equal to present desirable 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14144,  Location: 2.7MI W of US-41 (Lat: 26.973333,  Lng: -82.115917),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 13,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,076 (year 2042),  Design Load: HL 93,  Features Intersected: East Springlake Waterway,  Facility Carried by Structure: Edgewater Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.3 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: Equal to present desirable 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: March 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14145,  Location: 0.3MI W/O HARBOR BLVD (Lat: 26.971111,  Lng: -82.106250),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 13,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,902 (year 2039),  Design Load: HL 93,  Features Intersected: SUNRISE WATERWAY,  Facility Carried by Structure: EDGEWATER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.1 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: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place