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

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Structure Number: 10006,  Location: 0.5MI S OF AIRPORT ROAD (Lat: 26.912722,  Lng: -82.028944),  Route carried "on" structure: Alternate County highway 765A,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,890 (year 2042),  Design Load: H 15,  Features Intersected: N FORK ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.135,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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,  Operating Rating: 68.9 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: 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: 10007,  Location: 1.1MI E OF US-17 (Lat: 26.976239,  Lng: -81.945861),  Route carried "on" structure: County highway 764,  Year Built: 1961,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,071 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,593 (year 2042),  Design Load: H 15,  Features Intersected: MYRTLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10008,  Location: 4.9 MI E OF US-17 (Lat: 26.975369,  Lng: -81.887478),  Route carried "on" structure: County highway 764,  Year Built: 1961,  Status: Posted for load-capacity,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 870 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,509 (year 2042),  Design Load: H 15,  Features Intersected: SHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10042,  Location: 1.7MI SOUTH OF SR-776 (Lat: 26.999281,  Lng: -82.122281),  Route carried "on" structure: US 41,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20,  Features Intersected: SUNSET CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.419,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1005,  Location: 0.3MI N OF US-17 (Lat: 26.944194,  Lng: -82.058417),  Route carried "on" structure: US 41,  Year Built: 1976,  Status: Open,  Structure Length: 194.63m (638.55ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20,  Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.190,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 22.0m (72.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 85,  Number Of Approach Spans: 6,  Length of Maximum Span: 34.9m (114.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10102,  Location: 4.8MI NORTH OF I-75 (Lat: 26.981081,  Lng: -81.959097),  Route carried "on" structure: US 17,  Year Built: 2005,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 6,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,844 (year 2042),  Design Load: HL 93,  Features Intersected: SHELL CRK SOUTH SLOUGH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.128,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10107,  Location: 1.7MI NORTH OF I-75 (Lat: 26.953006,  Lng: -81.995675),  Route carried "on" structure: US 17,  Year Built: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,300 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,810 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CLEVELAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.251,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 65.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 10046,  Location: 0.1MI SOUTH OF SR-60 (Lat: 27.950442,  Lng: -82.372219),  Route carried "on" structure: State highway 618,  Year Built: 1981,  Status: Open,  Structure Length: 48.57m (159.35ft),  Average Daily Traffic: 32,750 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,821 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CR-573 78TH ST & PALM R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.460,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10047,  Location: 0.6MI NORTH OF SR-60 (Lat: 27.950189,  Lng: -82.328386),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 70,750 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 122,751 (year 2041),  Design Load: HL 93,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.826,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10048,  Location: 0.3MI NORTH OF SR-582 (Lat: 28.058197,  Lng: -82.354261),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: COWHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10049,  Location: 0.9MI E OF SR-43 US-301 (Lat: 27.928583,  Lng: -82.337944),  Route carried "on" structure: State highway 618,  Year Built: 1985,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 29,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,182 (year 2041),  Design Load: HS 20,  Features Intersected: FALKENBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.128,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870212,  Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761106,  Lng: -80.385525),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 202,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 237,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 41-SW 8 ST-TAMIAMI CA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.415,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.4m (112.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 9 months,  Underwater Inspection Frequency: Every 9 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870213,  Location: 12.5 MILES NORTH OF US-1 (Lat: 25.757633,  Lng: -80.384606),  Route carried "on" structure: Ramp State highway 821,  Year Built: 1974,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,584 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAPPER CREEK CANAL C-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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,  Other Special Inspection Frequency: Every 9 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870415,  Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761106,  Lng: -80.385239),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 202,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 237,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 41-SW 8 ST-TAMIAMI CA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.415,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 9 months,  Underwater Inspection Frequency: Every 9 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870516,  Location: 0.1 MI S OF SW 8TH ST (Lat: 25.759492,  Lng: -80.384708),  Route carried "on" structure: Ramp State highway 821,  Year Built: 1977,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 14,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAPPER CREEK CANAL C-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.351,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870963,  Location: E. OF SW 132 AVE. (Lat: 25.760967,  Lng: -80.408781),  Route carried "on" structure: State highway SR-90,  Year Built: 2004,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 37,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 65,062 (year 2042),  Design Load: HL 93,  Features Intersected: CANAL (SW 132 AVE),  Facility Carried by Structure: SR 90 (US 41)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.287,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870998,  Location: SR 836 / HEFT Intchg. (Lat: 25.776264,  Lng: -80.385944),  Route carried "on" structure: Ramp State highway 836,  Year Built: 2005,  Status: Open,  Structure Length: 16.55m (54.30ft),  Average Daily Traffic: 40,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 69,834 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NB/SB H.E.F.T (Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.408,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 75.9m (249.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 871003,  Location: 0.2 mile West of H.E.F.T. (Lat: 25.782639,  Lng: -80.391667),  Route carried "on" structure: State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 33.49m (109.88ft),  Average Daily Traffic: 26,800 (year 2020),  Average Future Daily Traffic: 73,900 (year 2042),  Design Load: HS 20,  Features Intersected: NW 12th Street
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.425,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 89.2m (292.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871004,  Location: 0.2 mi. West of Turnpike (Lat: 25.782639,  Lng: -80.392222),  Route carried "on" structure: State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 32.25m (105.81ft),  Average Daily Traffic: 37,200 (year 2020),  Average Future Daily Traffic: 102,600 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: NW 12th Street
Minimum Vertical Clearance: 8.63m (28.31ft),  Kilometerpoint: 3.368,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 84.0m (275.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871006,  Location: At NW 137th Ave Off Ramp (Lat: 25.779000,  Lng: -80.419569),  Route carried "on" structure: Ramp State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 26,198 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,181 (year 2042),  Design Load: HL 93,  Features Intersected: Access Road No. 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.407,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 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,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 871007,  Location: 0.16 mi. E/O NW 137th AVE (Lat: 25.782608,  Lng: -80.415636),  Route carried "on" structure: Ramp State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 13.85m (45.44ft),  Average Daily Traffic: 34,600 (year 2020),  Average Future Daily Traffic: 95,300 (year 2042),  Design Load: HS 20,  Features Intersected: NW 12th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.987,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871008,  Location: 0.10 mi. E/O NW 137th Ave (Lat: 25.782250,  Lng: -80.416528),  Route carried "on" structure: Ramp State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 22.08m (72.44ft),  Average Daily Traffic: 2,700 (year 2020),  Average Future Daily Traffic: 7,400 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: NW 12 St, 137 Av, & CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.882,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871009,  Location: NW 137th Ave Off Ramp (Lat: 25.782375,  Lng: -80.416622),  Route carried "on" structure: Ramp State highway 836,  Year Built: 2006,  Status: Open,  Structure Length: 19.66m (64.50ft),  Average Daily Traffic: 26,800 (year 2020),  Average Future Daily Traffic: 73,900 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: NW 12 St, 137 Av, & CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.877,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874215,  Location: At US-41 (SW 8th St.) (Lat: 25.762078,  Lng: -80.348275),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 15,350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,700 (year 2042),  Design Load: HS 20,  Features Intersected: Tamiami Canal C-4,  Facility Carried by Structure: SW 94th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874216,  Location: North Side of US 41 (Lat: 25.761972,  Lng: -80.352417),  Route carried "on" structure: County highway ,  Year Built: 1981,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,860 (year 2042),  Design Load: HS 20,  Features Intersected: Tamiami Canal C-4,  Facility Carried by Structure: SW 97th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: November 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874246,  Location: At US-41(SW 8th St.) (Lat: 25.761378,  Lng: -80.409833),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 13,457 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,050 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: C-4 Canal,  Facility Carried by Structure: SW 132nd Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 73.1 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 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 Cast-file-Place

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Structure Number: 874637,  Location: 0.8Mile E of NW 107th Ave (Lat: 25.776050,  Lng: -80.357256),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,109 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,042 (year 2039),  Design Load: HS 20,  Features Intersected: Golf Cart Path,  Facility Carried by Structure: Fountainbl Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.842,  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: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 874638,  Location: 0.8 Mile E of NW 107th Av (Lat: 25.775867,  Lng: -80.357325),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,109 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,042 (year 2039),  Design Load: HS 20,  Features Intersected: Golf Cart Path,  Facility Carried by Structure: Fountainbl Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.842,  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: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870212,  Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761106,  Lng: -80.385525),  Route carried "under" structure: US 41,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 63,900 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 41-SW 8 ST-TAMIAMI CA,  Facility Carried by Structure: SR821 SB HEFT 25.6
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.611,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 870415,  Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761106,  Lng: -80.385239),  Route carried "under" structure: US 41,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 63,900 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 41-SW 8 ST-TAMIAMI CA,  Facility Carried by Structure: SR821 NB HEFT 25.6
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.638,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 870998,  Location: SR 836 / HEFT Intchg. (Lat: 25.776264,  Lng: -80.385944),  Route carried "under" structure: US 821,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2020),  Features Intersected: NB/SB H.E.F.T (Turnpike),  Facility Carried by Structure: WB SR 836 Off Ramp
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 42.648,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 871003,  Location: 0.2 mile West of H.E.F.T. (Lat: 25.782639,  Lng: -80.391667),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Features Intersected: NW 12th Street,  Facility Carried by Structure: SR 836 WB
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 3.425,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 89.2m (292.7ft)

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Structure Number: 871004,  Location: 0.2 mi. West of Turnpike (Lat: 25.782639,  Lng: -80.392222),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Features Intersected: NW 12th Street,  Facility Carried by Structure: SR 836 EB
Minimum Vertical Clearance: 7.96m (26.12ft),  Kilometerpoint: 3.425,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 84.0m (275.6ft)

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Structure Number: 871006,  Location: At NW 137th Ave Off Ramp (Lat: 25.779000,  Lng: -80.419569),  Route carried "under" structure: ServiceOther road 836,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: Access Road No. 2
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 871007,  Location: 0.16 mi. E/O NW 137th AVE (Lat: 25.782608,  Lng: -80.415636),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: NW 12th St,  Facility Carried by Structure: SR 836 EB
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 9.914,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 56.8m (186.4ft)

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Structure Number: 871008,  Location: 0.10 mi. E/O NW 137th Ave (Lat: 25.782250,  Lng: -80.416528),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: NW 12 St, 137 Av, & CSX,  Facility Carried by Structure: SR836 Extension EB
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 9.930,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 871008,  Location: 0.10 mi. E/O NW 137th Ave (Lat: 25.782250,  Lng: -80.416528),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: NW 12 St, 137 Av, & CSX,  Facility Carried by Structure: SR836 Extension EB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 871009,  Location: NW 137th Ave Off Ramp (Lat: 25.782375,  Lng: -80.416622),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2020),  Features Intersected: NW 12 St, 137 Av, & CSX,  Facility Carried by Structure: SR836 WB Extension
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.5m (228.0ft)

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Structure Number: 871009,  Location: NW 137th Ave Off Ramp (Lat: 25.782375,  Lng: -80.416622),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: NW 12 St, 137 Av, & CSX,  Facility Carried by Structure: SR836 WB Extension
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.5m (228.0ft)