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Bridge Statistics for Medley, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Medley, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 168 meters (551ft) Total average daily traffic: 1,272,301 Total average daily truck traffic: 114,355 National Bridge Inventory (NBI) Registered Bridges for Medley
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870218, Location: 17.2 MILES NORTH OF US-1 (Lat: 25.826133, Lng: -80.386967), Route carried "on" structure: State highway 821, Year Built: 1974, Year Reconstructed: 2003, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20+Mod, Features Intersected: NW 58 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.541, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870219, Location: 18.2 MILES NORTH OF US-1 (Lat: 25.840600, Lng: -80.387317), Route carried "on" structure: State highway 821, Year Built: 1974, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20+Mod, Features Intersected: NW 74 ST CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.162, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870222, Location: 20.6 MILES NORTH OF US-1 (Lat: 25.876783, Lng: -80.388450), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 2001, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20, Features Intersected: NW 114ST MAULE ACCESS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.166, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870257, Location: 300FT N OF SR934(NW 74ST) (Lat: 25.843611, Lng: -80.322222), Route carried "on" structure: State highway 826, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 89,250 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 154,849 (year 2028), Design Load: HS 20, Features Intersected: FEC R/R SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.623, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.6m (179.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 54.8m (179.8ft), Out-to-Out Width: 56.7m (186.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870258, Location: N OF NW 74 ST (Lat: 25.848611, Lng: -80.322222), Route carried "on" structure: State highway 826, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 89,250 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 154,849 (year 2028), Design Load: HS 20, Features Intersected: FEC RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.100, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.0m (147.6ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 41.8m (137.1ft), Out-to-Out Width: 43.6m (143.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Somewhat better than minimum adequacy, 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: Bituminous Find on map >>
Structure Number: 87042, Location: 17.2 MILES N OF US-1 (Lat: 25.828167, Lng: -80.390100), Route carried "on" structure: State highway 821, Year Built: 1974, Year Reconstructed: 2003, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20+Mod, Features Intersected: NW 58 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.541, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870421, Location: 18.2 MILES NORTH OF US-1 (Lat: 25.840550, Lng: -80.386900), Route carried "on" structure: State highway 821, Year Built: 1974, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20+Mod, Features Intersected: NW 74 ST CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.162, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870422, Location: 20.6 MILES NORTH OF US 1 (Lat: 25.876800, Lng: -80.388067), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 2001, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 82,499 (year 2028), Design Load: HS 20, Features Intersected: NW 114ST MAULE ACCESS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.166, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870762, Location: 20.2 MI N OF US-1 (Lat: 25.870017, Lng: -80.387883), Route carried "on" structure: Ramp State highway 821, Year Built: 1996, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 9,310 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 36,963 (year 2018), Design Load: HS 20+Mod, Features Intersected: SR-821 (NW 106TH ST INT) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.0m (59.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.1m (108.6ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870791, Location: 0.8 MI S/O US 27 (Lat: 25.842306, Lng: -80.322694), Route carried "on" structure: Ramp State highway 826, Year Built: 2007, Status: Open, Structure Length: 20.65m (67.75ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 24,000 (year 2027), Design Load: HS 20, Features Intersected: Metro rail Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 18.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870964, Location: 0.9 MI S/O US 27 (Lat: 25.840722, Lng: -80.321889), Route carried "on" structure: State highway 826, Year Built: 2006, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 181,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 217,200 (year 2028), Design Load: HS 20, Features Intersected: SR 934 (NW 74TH ST) Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 18.310, Lanes on structure: 10, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 52.0m (170.6ft), Out-to-Out Width: 53.6m (175.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870975, Location: 0.8 MI S/O SR-932 (Lat: 25.853167, Lng: -80.322250), Route carried "on" structure: State highway 826, Year Built: 2006, Status: Open, Structure Length: 14.37m (47.15ft), Average Daily Traffic: 185,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 222,000 (year 2027), Features Intersected: US 27 & MIAMI CANAL Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 19.685, Lanes on structure: 10, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.6m (162.7ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.5m (172.2ft), Curb-To-Curb Width: 49.6m (162.7ft), Out-to-Out Width: 51.1m (167.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870976, Location: 0.8 MI N/O SR-934 (Lat: 25.852972, Lng: -80.321556), Route carried "on" structure: Ramp State highway 826, Year Built: 2006, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 7,600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,120 (year 2027), Features Intersected: Miami Canal Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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, 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: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870978, Location: 0.8 MI S/O SR-932 (Lat: 25.854528, Lng: -80.323778), Route carried "on" structure: Ramp State highway 826, Year Built: 2006, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 7,600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,120 (year 2027), Features Intersected: Miami Canal Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: 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: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 874304, Location: At US-27 (Okeechobee Rd) (Lat: 25.854722, Lng: -80.324167), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,800 (year 2004), Truck Traffic: 14%, Average Future Daily Traffic: 7,600 (year 2024), Design Load: HS 20, Features Intersected: Miami Canal, Facility Carried by Structure: NW 79th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 8763, Location: 50ft. W of Okeechobee Rd. (Lat: 25.879167, Lng: -80.362500), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 3,121 (year 2004), Truck Traffic: 25%, Average Future Daily Traffic: 5,100 (year 2024), Design Load: HS 20, Features Intersected: Miami Canal, Facility Carried by Structure: NW 121st St. Way Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 876301, Location: 50ft. S. Of Okeechobee Rd (Lat: 25.878611, Lng: -80.356667), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,283 (year 2004), Truck Traffic: 50%, Average Future Daily Traffic: 8,303 (year 2024), Design Load: HS 20, Features Intersected: Miami Canal, Facility Carried by Structure: NW 116th Way Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 876302, Location: 50ft. S/O Okeechobee Rd (Lat: 25.869444, Lng: -80.343889), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 6,370 (year 2004), Truck Traffic: 50%, Average Future Daily Traffic: 2,024 (year 2024), Design Load: HS 20, Features Intersected: Miami Canal, Facility Carried by Structure: NW 105th Way (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.526, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 876303, Location: At US 27 (Okeechobee Rd) (Lat: 25.869722, Lng: -80.343889), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 6,367 (year 2004), Truck Traffic: 50%, Average Future Daily Traffic: 7,140 (year 2024), Design Load: HS 20, Features Intersected: Miami Canal, Facility Carried by Structure: NW 105th Way (NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870218, Location: 17.2 MILES NORTH OF US-1 (Lat: 25.826133, Lng: -80.386967), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Features Intersected: NW 58 ST, Facility Carried by Structure: SR 821 HEFT 30.08 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 48.541, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 870222, Location: 20.6 MILES NORTH OF US-1 (Lat: 25.876783, Lng: -80.388450), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Features Intersected: NW 114ST MAULE ACCESS RD, Facility Carried by Structure: SR821 HEFT SB 33.5 Minimum Vertical Clearance: 0.74m (2.43ft), Kilometerpoint: 54.166, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 87042, Location: 17.2 MILES N OF US-1 (Lat: 25.828167, Lng: -80.390100), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Features Intersected: NW 58 ST, Facility Carried by Structure: SR 821 HEFT 30.08 Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 48.541, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 870422, Location: 20.6 MILES NORTH OF US 1 (Lat: 25.876800, Lng: -80.388067), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 47,550 (year 2006), Truck Traffic: 8%, Features Intersected: NW 114ST MAULE ACCESS RD, Facility Carried by Structure: SR821 HEFT NB 33.5 Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 54.166, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 870762, Location: 20.2 MI N OF US-1 (Lat: 25.870017, Lng: -80.387883), Route carried "under" structure: State highway 821, Year Built: 1996, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 95,100 (year 2006), Truck Traffic: 8%, Features Intersected: SR-821 (NW 106TH ST INT) Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 53.408, 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: 33.1m (108.6ft) Find on map >>
Structure Number: 870964, Location: 0.9 MI S/O US 27 (Lat: 25.840722, Lng: -80.321889), Route carried "under" structure: State highway 934, Year Built: 2006, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 21,250 (year 2007), Truck Traffic: 9%, Features Intersected: SR 934 (NW 74TH ST), Facility Carried by Structure: SR 826 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 50.149, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.0m (173.9ft) Find on map >>
Structure Number: 870975, Location: 0.8 MI S/O SR-932 (Lat: 25.853167, Lng: -80.322250), Route carried "under" structure: City street , Year Built: 2006, Structure Length: 14.37m (47.15ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 6%, Features Intersected: US 27 & MIAMI CANAL, Facility Carried by Structure: SR 826 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.5m (172.2ft) Find on map >>
Structure Number: 870975, Location: 0.8 MI S/O SR-932 (Lat: 25.853167, Lng: -80.322250), Route carried "under" structure: US 27, Year Built: 2006, Structure Length: 14.37m (47.15ft), Average Daily Traffic: 55,500 (year 2007), Truck Traffic: 11%, Features Intersected: US 27 & MIAMI CANAL, Facility Carried by Structure: SR 826 Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 16.394, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.5m (172.2ft) Discuss this city on our hugely popular Florida forum Back to: Medley, FL, Florida, All US cities.
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