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

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "on" structure: Ramp State highway 821,  Year Built: 1994,  Status: Open,  Structure Length: 57.76m (189.50ft),  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,278 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 & SR 852,  Facility Carried by Structure: SR91 NB TPK 3.268
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 1,  Lanes under structure: 17,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 60.9m (199.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 71.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860088,  Location: 6.6 MI W OF SR-91 (TPK) (Lat: 25.964175,  Lng: -80.332778),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 36,900 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 64,022 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860089,  Location: 5.1 MI WEST SR-91 (TPK) (Lat: 25.970861,  Lng: -80.311167),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 66,890 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,900 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO RD & CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.531,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.0m (75.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.1 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86009,  Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971533,  Lng: -80.278478),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 9.49m (31.14ft),  Average Daily Traffic: 77,750 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 117,400 (year 2042),  Design Load: HS 20,  Features Intersected: SR 847 PALM AVE & CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.780,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.3m (76.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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: Superior to present desirable 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: 860091,  Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.972014,  Lng: -80.262558),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 77,750 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,400 (year 2042),  Design Load: HS 20,  Features Intersected: DOUGLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.380,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 860092,  Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972514,  Lng: -80.246828),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 30,450 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,831 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 817 UNIVERSITY &CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.941,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $180,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860093,  Location: 0.1 MI N OF DADE CO. LINE (Lat: 25.973367,  Lng: -80.229739),  Route carried "on" structure: Ramp State highway 821,  Year Built: 1972,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 30,450 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,831 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.681,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Underclear: Somewhat better than minimum adequacy,  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: 860149,  Location: 1.0 Mi S of Miramar Pkwy (Lat: 25.964222,  Lng: -80.310806),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 17,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,536 (year 2042),  Design Load: H 20,  Features Intersected: C-9 (Snake Creek Canal),  Facility Carried by Structure: Flamingo Rd. SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.797,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860188,  Location: 6.6 MI W OF SR-91 (TPK) (Lat: 25.964147,  Lng: -80.332369),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 36,900 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 64,022 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 20.2m (66.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860189,  Location: 5.1 MI WEST OF SR-91(TPK) (Lat: 25.970606,  Lng: -80.311206),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 66,890 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,900 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO RD & CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.531,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.3m (76.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86019,  Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971281,  Lng: -80.278475),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 9.49m (31.14ft),  Average Daily Traffic: 77,750 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 117,400 (year 2042),  Design Load: HS 20,  Features Intersected: SR 847 PALM AVE & CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.780,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860191,  Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.971761,  Lng: -80.262547),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 77,750 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 117,400 (year 2042),  Design Load: HS 20,  Features Intersected: DOUGLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.380,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860192,  Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972242,  Lng: -80.246844),  Route carried "on" structure: State highway 821,  Year Built: 1972,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 30,450 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,831 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 817 UNIVERSITY &CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.941,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $140,000,  Total Project Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86032,  Location: 0.8 MI N of SNAKE CREEK (Lat: 25.967806,  Lng: -80.352208),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,990 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: BASS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.380,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860327,  Location: AT DADE COUNTY LINE (Lat: 25.956861,  Lng: -80.352050),  Route carried "on" structure: Interstate 75,  Year Built: 1982,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 78,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 135,764 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860328,  Location: AT DADE COUNTY LINE (Lat: 25.956864,  Lng: -80.351369),  Route carried "on" structure: Interstate 75,  Year Built: 1982,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 78,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 135,764 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860361,  Location: 0.6 MI N OF DADE CO. LINE (Lat: 25.981825,  Lng: -80.230072),  Route carried "on" structure: City street 858,  Year Built: 1979,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 123,900 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 214,966 (year 2042),  Design Load: HS 20,  Features Intersected: SR 91 TPK & CANAL,  Facility Carried by Structure: MRMR PWY 47.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.028,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860394,  Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995125,  Lng: -80.224517),  Route carried "on" structure: State highway 91,  Year Built: 1983,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 61,950 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,483 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 824 PEMBROKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860395,  Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995114,  Lng: -80.224289),  Route carried "on" structure: State highway 91,  Year Built: 1983,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 61,950 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,483 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 824 PEMBROKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.622,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 86055,  Location: 1Mi S. SR858 Miramar Pkwy (Lat: 25.970917,  Lng: -80.294944),  Route carried "on" structure: State highway 823,  Year Built: 1989,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 50,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,618 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-821 FL Tpk. Ext.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860672,  Location: 2.5 Mi South of SR-820 (Lat: 25.978611,  Lng: -80.351667),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,955 (year 2042),  Design Load: HL 93,  Features Intersected: I-75,  Facility Carried by Structure: Miramar Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 10,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860678,  Location: At Dade County Line (Lat: 25.956833,  Lng: -80.351722),  Route carried "on" structure: Interstate 75,  Year Built: 2018,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: C-9 (Snake Creek) Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 37.6m (123.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860679,  Location: At Dade County Line (Lat: 25.956833,  Lng: -80.352333),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2018,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HL 93,  Features Intersected: SNAKE CREEK (C-9) CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 3,  Toll: On toll road,  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: 21.5m (70.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 86068,  Location: .17Mi N of Dade Cty Line (Lat: 25.960417,  Lng: -80.352167),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2018,  Status: Open,  Structure Length: 19.28m (63.25ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HL 93,  Features Intersected: I-75 SB,  Facility Carried by Structure: Ramp H4-H12 SB
Minimum Vertical Clearance: 6.34m (20.80ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 69.8m (229.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86412,  Location: 1.0 Mi S of Miramar Pkwy (Lat: 25.964222,  Lng: -80.310667),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 19,300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,950 (year 2042),  Design Load: HL 93,  Features Intersected: C-9 (Snake Creek Canal),  Facility Carried by Structure: Flamingo Rd. NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.797,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 867402,  Location: ADJ TO SW 148TH AVE (Lat: 25.964419,  Lng: -80.343172),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2 (year 2021),  Average Future Daily Traffic: 17 (year 2041),  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: BASS CK MAINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 867403,  Location: FLAMINGO ROAD (Lat: 25.965239,  Lng: -80.311069),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Posted for load-capacity,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 360 (year 2041),  Features Intersected: AT FLAMINGO CANAL,  Facility Carried by Structure: N BASS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870597,  Location: 0.5MI S OF BROWARD CO LN (Lat: 25.948428,  Lng: -80.351667),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 70,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 121,450 (year 2042),  Design Load: HL 93,  Features Intersected: SR-821
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.846,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870598,  Location: 0.5MI S OF BROWARD CO.LIN (Lat: 25.948944,  Lng: -80.350989),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 70,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 121,884 (year 2042),  Design Load: HL 93,  Features Intersected: SR-821
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 7.878,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870602,  Location: 0.5MI S BROWARD CO.LINE (Lat: 25.948097,  Lng: -80.351242),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 64.49m (211.58ft),  Average Daily Traffic: 16,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,628 (year 2040),  Design Load: HS 20,  Features Intersected: SR-821/I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Lanes under structure: 23,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 67.8m (222.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,000,  Total Project Cost: $2,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 871109,  Location: I-75 & FL TPK Interchange (Lat: 25.951972,  Lng: -80.351086),  Route carried "on" structure: Interstate 93,  Year Built: 2017,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 81,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 140,535 (year 2041),  Design Load: HL 93,  Features Intersected: SR 821 (FL Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.219,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87111,  Location: 3.47MI S OF SR-823 (Lat: 25.952639,  Lng: -80.351944),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2018,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 5,200 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,022 (year 2039),  Design Load: HL 93,  Features Intersected: I-75/I-75 Express Lanes
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 15,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 72.4m (237.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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,  Bridge Improvement Cost: $1,000,000,  Total Project Cost: $2,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "under" structure: State highway 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 96,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 & SR 852
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 5.259,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.9m (199.8ft)

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "under" structure: State highway 852,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 91 & SR 852,  Facility Carried by Structure: SR91 NB TPK 3.268
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.259,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.9m (199.8ft)

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 91 & SR 852
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 5.259,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.9m (199.8ft)

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 & SR 852
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 5.259,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.9m (199.8ft)

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Structure Number: 860069,  Location: 0.2 MI. SO. OF 852 ON TPK (Lat: 25.971642,  Lng: -80.229736),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 30,450 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 & SR 852
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.259,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.9m (199.8ft)

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Structure Number: 860089,  Location: 5.1 MI WEST SR-91 (TPK) (Lat: 25.970861,  Lng: -80.311167),  Route carried "under" structure: State highway 823,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2021),  Truck Traffic: 3%,  Features Intersected: FLAMINGO RD & CANAL,  Facility Carried by Structure: SR821 SB HEFT 42.1
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 1.545,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 86009,  Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971533,  Lng: -80.278478),  Route carried "under" structure: State highway 847,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 847 PALM AVE & CANAL,  Facility Carried by Structure: SR821 SB HEFT 44.2
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.074,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 860091,  Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.972014,  Lng: -80.262558),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 14%,  Features Intersected: DOUGLAS RD,  Facility Carried by Structure: SR821 SB HEFT 45.2
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 860092,  Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972514,  Lng: -80.246828),  Route carried "under" structure: State highway 817,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 817 UNIVERSITY &CANAL,  Facility Carried by Structure: SR821 SB HEFT 46.2
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.076,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 860093,  Location: 0.1 MI N OF DADE CO. LINE (Lat: 25.973367,  Lng: -80.229739),  Route carried "under" structure: State highway 91,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,900 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: SR821 NB HEFT 47.2
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 860189,  Location: 5.1 MI WEST OF SR-91(TPK) (Lat: 25.970606,  Lng: -80.311206),  Route carried "under" structure: State highway 823,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25,100 (year 2021),  Truck Traffic: 3%,  Features Intersected: FLAMINGO RD & CANAL,  Facility Carried by Structure: SR821 NB HEFT 42.2
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.518,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 86019,  Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971281,  Lng: -80.278475),  Route carried "under" structure: State highway 847,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR 847 PALM AVE & CANAL,  Facility Carried by Structure: SR821 NB HEFT 44.2
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.045,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 860191,  Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.971761,  Lng: -80.262547),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 8%,  Features Intersected: DOUGLAS RD,  Facility Carried by Structure: SR821 NB HEFT 45.2
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 860192,  Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972242,  Lng: -80.246844),  Route carried "under" structure: State highway 817,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 817 UNIVERSITY &CANAL,  Facility Carried by Structure: SR821 NB HEFT 46.2
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 86032,  Location: 0.8 MI N of SNAKE CREEK (Lat: 25.967806,  Lng: -80.352208),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: BASS CREEK ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.239,  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: 33.8m (110.9ft)

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Structure Number: 86032,  Location: 0.8 MI N of SNAKE CREEK (Lat: 25.967806,  Lng: -80.352208),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: BASS CREEK ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 15.797,  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: 33.8m (110.9ft)

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Structure Number: 86032,  Location: 0.8 MI N of SNAKE CREEK (Lat: 25.967806,  Lng: -80.352208),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 156,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: BASS CREEK ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.241,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 860361,  Location: 0.6 MI N OF DADE CO. LINE (Lat: 25.981825,  Lng: -80.230072),  Route carried "under" structure: State highway 91,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 123,900 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK & CANAL,  Facility Carried by Structure: MRMR PWY 47.9
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1.028,  Lanes on structure: 6,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 860394,  Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995125,  Lng: -80.224517),  Route carried "under" structure: State highway 824,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 47,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR 824 PEMBROKE RD,  Facility Carried by Structure: SR91 SB TPK 48.85
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 2.298,  Lanes on structure: 3,  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: 860395,  Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995114,  Lng: -80.224289),  Route carried "under" structure: State highway 824,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 47,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR 824 PEMBROKE RD,  Facility Carried by Structure: SR91 NB TPK 48.87
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 2.322,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)