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Bridge Statistics for Westwood Lakes, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Westwood Lakes, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 135 meters (443ft) Total costs: $100,000 Total average daily traffic: 1,250,109 Total average daily truck traffic: 90,451 National Bridge Inventory (NBI) Registered Bridges for Westwood Lakes
Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700900, Lng: -80.383883), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.660, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), 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: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal 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: 870205, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711833, Lng: -80.383633), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.884, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.2m (56.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715233, Lng: -80.383750), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.7m (54.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: 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: 870207, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729950, Lng: -80.384183), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.890, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.3m (63.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal 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: 870208, Location: 10.4 MILES NORTH OF US-1 (Lat: 25.729483, Lng: -80.383533), Route carried "on" structure: Ramp State highway 821, Year Built: 1974, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 1,636 (year 1989), Truck Traffic: 8%, Average Future Daily Traffic: 3,566 (year 2018), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732050, Lng: -80.384267), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 71,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 123,185 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.108, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.3m (63.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: High priority of corrective action, Approach Roadway Alignment: Equal 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: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746433, Lng: -80.384133), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 27,231 (year 2000), Average Future Daily Traffic: 47,246 (year 2022), Design Load: HS 20+Mod, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, Lanes on structure: 4, Lanes under structure: 10, Owner: State Toll Authority, Approaching Roadway Width: 17.3m (56.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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, Waterway Adequacy: Superior to present desirable 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: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700833, Lng: -80.383500), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.643, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 870411, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711850, Lng: -80.383250), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.884, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715100, Lng: -80.383517), Route carried "on" structure: State highway 821, Year Built: 1972, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER RD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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: Better than 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: 870413, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729533, Lng: -80.384067), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 103,753 (year 2028), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.890, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal 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: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.731933, Lng: -80.384183), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 71,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 123,185 (year 2028), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.108, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870783, Location: 0.1 MI NORTH OF BIRD ROAD (Lat: 25.734167, Lng: -80.383611), Route carried "on" structure: Ramp State highway 821, Year Built: 2000, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 10,242 (year 1992), Truck Traffic: 9%, Average Future Daily Traffic: 15,317 (year 2013), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2, Facility Carried by Structure: BIRD RD RMP 23.80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700900, Lng: -80.383883), Route carried "under" structure: Alternate County highway , Year Built: 1973, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 41,000 (year 2006), Truck Traffic: 4%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 HEFT SB 21.4 Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 1.456, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715233, Lng: -80.383750), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER DR, Facility Carried by Structure: SR821 SB HEFT 22.4 Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732050, Lng: -80.384267), Route carried "under" structure: State highway 976, Year Built: 1974, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 52,500 (year 2006), Truck Traffic: 4%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 SB HEFT 23.6 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.018, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft) Find on map >>
Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746433, Lng: -80.384133), Route carried "under" structure: Other road 821, Year Built: 1974, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 142,000 (year 2006), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 39.711, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746433, Lng: -80.384133), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 142,000 (year 2006), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 3.971, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700833, Lng: -80.383500), Route carried "under" structure: Alternate City street , Year Built: 1973, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 41,000 (year 2006), Truck Traffic: 4%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 NB HEFT 21.4 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 1.495, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715100, Lng: -80.383517), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 59,800 (year 2006), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER RD, Facility Carried by Structure: SR821 NB HEFT 22.4 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.731933, Lng: -80.384183), Route carried "under" structure: State highway 976, Year Built: 1974, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 52,500 (year 2006), Truck Traffic: 4%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 NB HEFT 23.6 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.208, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft) Discuss this city on our hugely popular Florida forum Back to: Westwood Lakes, FL, Florida, All US cities.
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