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Bridge Statistics for Opa-locka, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 200ft / 61mTotal length
  • 746,157Total average daily traffic
  • 53,576Total average daily truck traffic
  • 1,103,966Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Opa-locka
  • No street view available for this location

New bridges in Opa-locka, FL - historical statistics
  • New bridges - historical statistics
  • 21940-1949
  • 101960-1969
  • 91990-1999
Reconstructed bridges in Opa-locka, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 31970-1979
  • 21980-1989
  • 11990-1999
Average Bridge Daily Traffic in Opa-locka, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 38.5%Very good
  • 53.8%Good
  • 7.7%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 38.5%Very good
  • 46.2%Good
  • 7.7%Satisfactory
  • 7.7%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 38.5%Very good
  • 61.5%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 75.0%Good
  • 25.0%Satisfactory
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Structure Number: 870048,  Location: 0.5MI W OF SR-817 (Lat: 25.926119,  Lng: -80.252692),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 72,750 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 126,221 (year 2038),  Design Load: HS 20,  Features Intersected: NW 32ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 161.0m (528.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870048,  Location: 0.5MI W OF SR-817 (Lat: 25.926119,  Lng: -80.252692),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,345 (year 2015),  Truck Traffic: 3%,  Features Intersected: NW 32ND AVE,  Facility Carried by Structure: SR-826 WB (870248)
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 870051,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925253,  Lng: -80.276711),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 69,750 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,016 (year 2038),  Design Load: HS 20,  Features Intersected: NW 47TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.164,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870051,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925253,  Lng: -80.276711),  Route carried "under" structure: City street 847,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,568 (year 2015),  Truck Traffic: 3%,  Features Intersected: NW 47TH AVE,  Facility Carried by Structure: SR-826 WB (870251)
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 870089,  Location: 0.5M N OF NW 119 ST (Lat: 25.890008,  Lng: -80.243308),  Route carried "on" structure: State highway 9,  Year Built: 1948,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 47,500 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 82,412 (year 2038),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.629,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 271.0m (889.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Underwater Inspection Date: June 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87009,  Location: S OF OPA LOCKA BLVD (Lat: 25.897858,  Lng: -80.243611),  Route carried "on" structure: State highway 9,  Year Built: 1948,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 45,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,942 (year 2038),  Design Load: HS 20,  Features Intersected: OPALOCKA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.498,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Underwater Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870248,  Location: 0.5MI W OF SR-817 (Lat: 25.925981,  Lng: -80.252656),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 72,750 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 126,221 (year 2038),  Design Load: HS 20,  Features Intersected: NW 32ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 161.0m (528.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870248,  Location: 0.5MI W OF SR-817 (Lat: 25.925981,  Lng: -80.252656),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,345 (year 2015),  Truck Traffic: 3%,  Features Intersected: NW 32ND AVE,  Facility Carried by Structure: SR-826 EB (870048)
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 870251,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925119,  Lng: -80.276689),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 69,750 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,016 (year 2038),  Design Load: HS 20,  Features Intersected: NW 47TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.164,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870251,  Location: 1MI W OF NW 37TH AVE (Lat: 25.925119,  Lng: -80.276689),  Route carried "under" structure: City street 847,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,568 (year 2015),  Truck Traffic: 3%,  Features Intersected: NW 47TH AVE,  Facility Carried by Structure: SR-826 EB (870051)
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 870721,  Location: SR 924 over SR 823 (Lat: 25.896306,  Lng: -80.291861),  Route carried "on" structure: State highway 924,  Year Built: 1990,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 62,500 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 108,438 (year 2038),  Design Load: HS 20,  Features Intersected: SR 823 NW 57th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.261,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 402.0m (1,318.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870721,  Location: SR 924 over SR 823 (Lat: 25.896306,  Lng: -80.291861),  Route carried "under" structure: State highway 823,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 42,500 (year 2016),  Truck Traffic: 6%,  Features Intersected: SR 823 NW 57th Avenue,  Facility Carried by Structure: SR924 GRATIGNY PKW
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 7.368,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 870738,  Location: South Exit Ramp to SR 953 (Lat: 25.885139,  Lng: -80.267306),  Route carried "on" structure: State highway 924,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 50,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,750 (year 2038),  Design Load: HS 20,  Features Intersected: SR 953 NW 42nd Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.614,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 416.0m (1,364.8ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870738,  Location: South Exit Ramp to SR 953 (Lat: 25.885139,  Lng: -80.267306),  Route carried "under" structure: State highway 953,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR 953 NW 42nd Ave,  Facility Carried by Structure: SR 924
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 17.597,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 870739,  Location: SR-924 Over N. 37th Ave (Lat: 25.883917,  Lng: -80.263333),  Route carried "on" structure: State highway 924,  Year Built: 1990,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 50,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,750 (year 2038),  Design Load: HS 20,  Features Intersected: NW 37th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.574,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 376.0m (1,233.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 39.2m (128.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870739,  Location: SR-924 Over N. 37th Ave (Lat: 25.883917,  Lng: -80.263333),  Route carried "under" structure: City street 37,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2016),  Truck Traffic: 5%,  Features Intersected: NW 37th Avenue,  Facility Carried by Structure: SR 924
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.655,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 87074,  Location: WB SR 953 Exit (Lat: 25.882972,  Lng: -80.260000),  Route carried "on" structure: State highway 924,  Year Built: 1991,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 42,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,738 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SCR R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.853,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 354.0m (1,161.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870741,  Location: At SR 953 EB On Ramp (Lat: 25.882722,  Lng: -80.260372),  Route carried "on" structure: Ramp State highway 924,  Year Built: 1991,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 9,600 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,656 (year 2038),  Design Load: HS 20,  Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 83.0m (272.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870742,  Location: At SR 953 WB Off Ramp (Lat: 25.883194,  Lng: -80.260000),  Route carried "on" structure: Ramp State highway 924,  Year Built: 1991,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,880 (year 2038),  Design Load: HS 20,  Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 87436,  Location: 0.3 Mile S of SR-826 (Lat: 25.921503,  Lng: -80.309281),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 28,291 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,122 (year 2036),  Design Load: HS 20,  Features Intersected: Biscayne Canal (C-8),  Facility Carried by Structure: NW 67th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.984,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 77.0m (252.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2016,  Underwater Inspection Date: June 2016,  Other Special Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 874386,  Location: 0.4 Mi N of NW 135th St. (Lat: 25.903250,  Lng: -80.235792),  Route carried "on" structure: County highway ,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 9,190 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,804 (year 2035),  Design Load: HS 20,  Features Intersected: Opa Locka Canal,  Facility Carried by Structure: NW 22nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.288,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 236.0m (774.3ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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