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

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Structure Number: 874221,  Location: 0.2 Miles S of SW 56th St (Lat: 25.711417,  Lng: -80.396861),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 520 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 903 (year 2039),  Design Load: H 20,  Features Intersected: SW 60th St. Ext. Canal,  Facility Carried by Structure: SW 125th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.905,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874222,  Location: At SW 117th Ave. (Lat: 25.714889,  Lng: -80.382972),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,793 (year 2041),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 56th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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 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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874223,  Location: 0.2 Mile S of SW 56th St. (Lat: 25.711542,  Lng: -80.392847),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,270 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,205 (year 2039),  Design Load: H 20,  Features Intersected: SW 60th St. Ext. Canal,  Facility Carried by Structure: SW 123rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.205,  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: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874224,  Location: 0.2 Mile S of SW 56th St. (Lat: 25.711661,  Lng: -80.388839),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,851 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,212 (year 2038),  Design Load: HS 20,  Features Intersected: SW 60th St. Ext. Canal,  Facility Carried by Structure: SW 120th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.4 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874247,  Location: 0.3 Mile N of SW 56th St. (Lat: 25.719639,  Lng: -80.375147),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 8,084 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,025 (year 2039),  Design Load: HS 20,  Features Intersected: Miller Road Canal,  Facility Carried by Structure: SW 112th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.463,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874248,  Location: 0.2Mile W of SW 107th Ave (Lat: 25.723111,  Lng: -80.371278),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 4,682 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,964 (year 2039),  Design Load: HS 20,  Features Intersected: Westwood Lakes,  Facility Carried by Structure: SW 47th Terrace
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.157,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874255,  Location: 75Ft. S of Snapper Crk Dr (Lat: 25.695853,  Lng: -80.354686),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 9,504 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,057 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 99th Avenue
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874256,  Location: 800Ft. N of SW 88th St. (Lat: 25.688781,  Lng: -80.383153),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 39,107 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,025 (year 2042),  Design Load: HS 20,  Features Intersected: Town and Country Lake,  Facility Carried by Structure: SW 117th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874257,  Location: 700Ft. N of SW 86th St. (Lat: 25.692222,  Lng: -80.317472),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,989 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,281 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 77th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.604,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874258,  Location: 0.3 Mile N of 88th Street (Lat: 25.692106,  Lng: -80.321539),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,916 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,964 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 79th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.424,  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: 5,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874343,  Location: 0.1 Mile S of 36th Street (Lat: 25.644333,  Lng: -80.341222),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,202 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,079 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-100-C,  Facility Carried by Structure: SW 92nd Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.741,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020

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Structure Number: 874384,  Location: 200 Ft. N of SW 80th St. (Lat: 25.694814,  Lng: -80.359175),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 2,683 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,570 (year 2042),  Design Load: HL 93,  Features Intersected: Sunset Park Canal,  Facility Carried by Structure: SW 102nd Place
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.935,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.6 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: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874416,  Location: 450Ft. S of SW 128th St. (Lat: 25.649561,  Lng: -80.350556),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 6,058 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,870 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-100-C,  Facility Carried by Structure: SW 97th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.477,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874419,  Location: 20Ft. E of SW 71st Avenue (Lat: 25.655772,  Lng: -80.308869),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 3,618 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,080 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-100-A,  Facility Carried by Structure: SW 124th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.580,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87442,  Location: 500Ft E of SW 72nd Ave. (Lat: 25.644583,  Lng: -80.308194),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,056 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,260 (year 2036),  Design Load: HS 20,  Features Intersected: Canal C-100-A,  Facility Carried by Structure: SW 136th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.604,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: 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: Febuary 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874436,  Location: 0.1Mile W of SW 107th Ave (Lat: 25.702556,  Lng: -80.367111),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,242 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,484 (year 2039),  Design Load: HS 20,  Features Intersected: SW 109th Avenue Canal,  Facility Carried by Structure: N Snapper Creek Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874438,  Location: 1 mile E/O SW 97th Ave (Lat: 25.644556,  Lng: -80.345389),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,299 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,312 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-100-C,  Facility Carried by Structure: SW 136th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.376,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874439,  Location: At SW 85th Street (Lat: 25.692103,  Lng: -80.309233),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 20,869 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,660 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek,  Facility Carried by Structure: SW 72nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874454,  Location: 150Ft. W of SW 109th Ave. (Lat: 25.708092,  Lng: -80.371231),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,307 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,184 (year 2039),  Design Load: HS 20,  Features Intersected: SW 109th Avenue Canal,  Facility Carried by Structure: SW 64th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874502,  Location: 0.3 Mile S of SW 104th St (Lat: 25.666172,  Lng: -80.441997),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,370 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,893 (year 2039),  Design Load: HS 20,  Features Intersected: Hammocks Canal,  Facility Carried by Structure: Hammocks Blvd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.378,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874503,  Location: 0.3 Mile S of SW 104th St (Lat: 25.666272,  Lng: -80.441897),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 2,162 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,539 (year 2039),  Design Load: HS 20,  Features Intersected: Hammocks Canal,  Facility Carried by Structure: Hammocks Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.378,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874505,  Location: 0.2 Mile S of SW 56th St. (Lat: 25.711778,  Lng: -80.384833),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,824 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,410 (year 2039),  Design Load: HS 20,  Features Intersected: SW 60th St. Ext. Canal,  Facility Carried by Structure: SW 118th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.204,  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: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874506,  Location: 1.0 Mile N of SW 104th St (Lat: 25.676556,  Lng: -80.436778),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,770 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,893 (year 2039),  Design Load: HS 20,  Features Intersected: Hammocks Canal,  Facility Carried by Structure: Hammocks Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874507,  Location: 1.0 Mile N of SW 104th St (Lat: 25.676686,  Lng: -80.436861),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,281 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,024 (year 2039),  Design Load: HS 20,  Features Intersected: Hammocks Canal,  Facility Carried by Structure: Hammocks Blvd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874555,  Location: 0.3 Mile S of Miller Dr. (Lat: 25.710278,  Lng: -80.382556),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 21,330 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,570 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 117th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.308,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874668,  Location: 500 ft. NW of US-1 (Lat: 25.691944,  Lng: -80.306611),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 6,049 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,734 (year 2042),  Design Load: HS 20,  Features Intersected: Snapper Creek Canal,  Facility Carried by Structure: SW 70th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870128,  Location: 1MI S OF KENDALL DR. (Lat: 25.679569,  Lng: -80.314989),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,440 (year 2020),  Truck Traffic: 1%,  Features Intersected: SW 98 ST,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 870129,  Location: 1MI S OF KENDALL DR. (Lat: 25.679694,  Lng: -80.317806),  Route carried "under" structure: ServiceCity street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,440 (year 2020),  Truck Traffic: 99%,  Features Intersected: SW98 ST&BUSWAY&DADELAND,  Facility Carried by Structure: SR-826 SB
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 870129,  Location: 1MI S OF KENDALL DR. (Lat: 25.679694,  Lng: -80.317806),  Route carried "under" structure: Business City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2020),  Truck Traffic: 5%,  Features Intersected: SW98 ST&BUSWAY&DADELAND,  Facility Carried by Structure: SR-826 SB
Minimum Vertical Clearance: 7.86m (25.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 870129,  Location: 1MI S OF KENDALL DR. (Lat: 25.679694,  Lng: -80.317806),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2020),  Truck Traffic: 5%,  Features Intersected: SW98 ST&BUSWAY&DADELAND,  Facility Carried by Structure: SR-826 SB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 870203,  Location: 7.7 MILES NORTH OF US-1 (Lat: 25.686219,  Lng: -80.389211),  Route carried "under" structure: State highway 94,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 59,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: SW 88 ST KENDALL DR,  Facility Carried by Structure: SR821 HEFT NS 20.3
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.107,  Lanes on structure: 12,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 870203,  Location: 7.7 MILES NORTH OF US-1 (Lat: 25.686219,  Lng: -80.389211),  Route carried "under" structure: Ramp State highway 94,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: SW 88 ST KENDALL DR,  Facility Carried by Structure: SR821 HEFT NS 20.3
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.107,  Lanes on structure: 12,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 870284,  Location: 0.4MI S OF SR-94 (Lat: 25.683097,  Lng: -80.315072),  Route carried "under" structure: ServiceCity street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 1,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 8.63m (28.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 870284,  Location: 0.4MI S OF SR-94 (Lat: 25.683097,  Lng: -80.315072),  Route carried "under" structure: ServiceCity street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 28%,  Features Intersected: US 1,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 13.341,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 870284,  Location: 0.4MI S OF SR-94 (Lat: 25.683097,  Lng: -80.315072),  Route carried "under" structure: US 1,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 1,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 870284,  Location: 0.4MI S OF SR-94 (Lat: 25.683097,  Lng: -80.315072),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 1,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 0.893,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 87046,  Location: 600 ft. N of SR 821 (Tpk) (Lat: 25.651917,  Lng: -80.383333),  Route carried "under" structure: State highway 874,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 101,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 874 & SCL R/R,  Facility Carried by Structure: SW 117th Avenue
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.710,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 870461,  Location: 1/2 mile South of SR 990 (Lat: 25.664764,  Lng: -80.371750),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: SW 112th Street,  Facility Carried by Structure: SR 874 SB
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 870462,  Location: 0.5 mile S of SR 990/985 (Lat: 25.664792,  Lng: -80.371347),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2018),  Truck Traffic: 5%,  Features Intersected: SW 112th Street,  Facility Carried by Structure: NB SR 874
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 870463,  Location: .25 miles s/o SW 107 ST (Lat: 25.671953,  Lng: -80.365378),  Route carried "under" structure: State highway 874,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 101,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-874 & CSX R/R,  Facility Carried by Structure: SW 104 ST
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 3.645,  Lanes on structure: 5,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 870491,  Location: 1.5 mi. N of SW 104th St (Lat: 25.687431,  Lng: -80.351250),  Route carried "under" structure: State highway 94,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 94 (SW 88th Street),  Facility Carried by Structure: SR 874 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 870492,  Location: 1.5 mi. N of SW 104th St (Lat: 25.687444,  Lng: -80.350972),  Route carried "under" structure: State highway 94,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 94 (SW 88th Street),  Facility Carried by Structure: SR 874 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 870521,  Location: WEST END OF SR 878 (Lat: 25.695972,  Lng: -80.342964),  Route carried "under" structure: State highway 874,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: NB & SB SR-874,  Facility Carried by Structure: SR 878 (RAMP)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 6.796,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 870578,  Location: 1.8 MILES WEST OF SR-874 (Lat: 25.671725,  Lng: -80.388533),  Route carried "under" structure: State highway 821,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 96,300 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR 821 HEFT,  Facility Carried by Structure: SW 104 ST 19.4
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 31.302,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 870734,  Location: 5.6 MILES NORTH OF US-1 (Lat: 25.657156,  Lng: -80.387894),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SW 120 ST,  Facility Carried by Structure: SR821 SB HEFT 18.4
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.849,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 870735,  Location: 5.6 MILES NORTH OF US-1 (Lat: 25.657297,  Lng: -80.385631),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SW 120 ST,  Facility Carried by Structure: SR821 NB HEFT 18.4
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.096,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 870773,  Location: 1MI SOF SR986 (SUNSET DR) (Lat: 25.688553,  Lng: -80.316972),  Route carried "under" structure: State highway 94,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-94 (KENDALL DR),  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 16.367,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 870792,  Location: SR 826 & KENDALL DR (Lat: 25.687306,  Lng: -80.316675),  Route carried "under" structure: Ramp City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 4%,  Features Intersected: Kendall Dr,  Facility Carried by Structure: KENDALL DR - SR826
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 870792,  Location: SR 826 & KENDALL DR (Lat: 25.687306,  Lng: -80.316675),  Route carried "under" structure: State highway 94,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: Kendall Dr,  Facility Carried by Structure: KENDALL DR - SR826
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 16.407,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 870792,  Location: SR 826 & KENDALL DR (Lat: 25.687306,  Lng: -80.316675),  Route carried "under" structure: State highway 826,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: Kendall Dr
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 1.228,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 870793,  Location: 0.5MI S OF SR-878 (Lat: 25.688536,  Lng: -80.317197),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2021),  Truck Traffic: 2%,  Features Intersected: KENDALL DR (SR-94),  Facility Carried by Structure: SR826SB TO KENDALL
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 870793,  Location: 0.5MI S OF SR-878 (Lat: 25.688536,  Lng: -80.317197),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: KENDALL DR (SR-94),  Facility Carried by Structure: SR826SB TO KENDALL
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 16.370,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 870921,  Location: 0.6 MI S. of SW 120th St (Lat: 25.649992,  Lng: -80.385431),  Route carried "under" structure: Ramp State highway 874,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 874 and CSXRR,  Facility Carried by Structure: SR 821 NB 17.9
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 28.679,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.1m (154.5ft)

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Structure Number: 870921,  Location: 0.6 MI S. of SW 120th St (Lat: 25.649992,  Lng: -80.385431),  Route carried "under" structure: Ramp State highway 874,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 874 and CSXRR,  Facility Carried by Structure: SR 821 NB 17.9
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 28.679,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.1m (154.5ft)

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Structure Number: 870922,  Location: 7.7 Miles N of US 1 (Lat: 25.686342,  Lng: -80.388756),  Route carried "under" structure: State highway 94,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2021),  Truck Traffic: 8%,  Features Intersected: SW 88th ST Kendall Dr,  Facility Carried by Structure: SR 821 HEFT SB20.3
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 9.135,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 870922,  Location: 7.7 Miles N of US 1 (Lat: 25.686342,  Lng: -80.388756),  Route carried "under" structure: Ramp State highway 94,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: SW 88th ST Kendall Dr,  Facility Carried by Structure: SR 821 HEFT SB20.3
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 9.135,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 870922,  Location: 7.7 Miles N of US 1 (Lat: 25.686342,  Lng: -80.388756),  Route carried "under" structure: Ramp State highway 94,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: SW 88th ST Kendall Dr,  Facility Carried by Structure: SR 821 HEFT SB20.3
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 9.135,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)