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

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Structure Number: 870102,  Location: 0.2 MI N OF NW 154 ST (Lat: 25.918167,  Lng: -80.325472),  Route carried "on" structure: Bypass State highway 826,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 79,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,933 (year 2028),  Design Load: HS 20,  Features Intersected: CANAL C-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.953,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870252,  Location: 0.3MI N OF NW 154 ST (Lat: 25.918194,  Lng: -80.325444),  Route carried "on" structure: State highway 826,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 79,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,933 (year 2028),  Design Load: HS 20,  Features Intersected: CANAL C-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.953,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870253,  Location: 3 MI W/O SR-817 (Lat: 25.925250,  Lng: -80.293083),  Route carried "on" structure: State highway 826,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 61,250 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,269 (year 2028),  Design Load: HS 20,  Features Intersected: SR-823 (NW 57 AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.569,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.1m (105.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870259,  Location: NW 67 AVE (Lat: 25.924722,  Lng: -80.309444),  Route carried "on" structure: State highway 826,  Year Built: 1967,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 79,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,933 (year 2028),  Design Load: HS 20,  Features Intersected: NW 67 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.942,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870468,  Location: 1 MI N/O SR 924 (Lat: 25.913333,  Lng: -80.325000),  Route carried "on" structure: Bypass State highway 826,  Year Built: 1974,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 115,500 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 200,393 (year 2027),  Design Load: HS 20,  Features Intersected: NW 154 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.364,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.8m (130.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870538,  Location: W OF 826 ON NW 154 ST WB (Lat: 25.913333,  Lng: -80.325000),  Route carried "on" structure: Alternate City street 826,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,064 (year 2005),  Average Future Daily Traffic: 16,737 (year 2025),  Design Load: HS 20,  Features Intersected: CANAL C-8,  Facility Carried by Structure: NW 154 ST - W.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870539,  Location: W OF 826 ON NW 154 ST EB (Lat: 25.913333,  Lng: -80.325000),  Route carried "on" structure: Alternate City street 826,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 49,900 (year 2005),  Average Future Daily Traffic: 58,800 (year 2025),  Design Load: HS 20,  Features Intersected: CANAL C-8,  Facility Carried by Structure: NW 154 ST - E.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.003,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870609,  Location: NW 57 Ave. & NW 153 St. (Lat: 25.898333,  Lng: -80.293333),  Route carried "on" structure: State highway 823,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 49,000 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 85,015 (year 2028),  Design Load: HS 20,  Features Intersected: BISCAYNE CANAL C-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.291,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 15 months,  Underwater Inspection Frequency: Every 15 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870769,  Location: 0.3 MI N OF NW 154 ST (Lat: 25.918333,  Lng: -80.324722),  Route carried "on" structure: State highway 826,  Year Built: 1971,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,365 (year 2002),  Average Future Daily Traffic: 2,368 (year 2025),  Design Load: HS 20,  Features Intersected: BISCAYNE CANAL C-8,  Facility Carried by Structure: FRONTG RD/NW 167EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 871001,  Location: 1MI W OF SR-826(Palmetto) (Lat: 25.898250,  Lng: -80.340528),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: NW 87 AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.341,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870253,  Location: 3 MI W/O SR-817 (Lat: 25.925250,  Lng: -80.293083),  Route carried "under" structure: City street 823,  Year Built: 1963,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 53,000 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR-823 (NW 57 AVE),  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 10.557,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 870259,  Location: NW 67 AVE (Lat: 25.924722,  Lng: -80.309444),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 14,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: NW 67 AVE,  Facility Carried by Structure: SR826
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 870468,  Location: 1 MI N/O SR 924 (Lat: 25.913333,  Lng: -80.325000),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 12,972 (year 2007),  Truck Traffic: 3%,  Features Intersected: NW 154 ST,  Facility Carried by Structure: SR-826 NB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 871001,  Location: 1MI W OF SR-826(Palmetto) (Lat: 25.898250,  Lng: -80.340528),  Route carried "under" structure: Interstate 75,  Year Built: 2004,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 120,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: NW 87 AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.717,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)