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Bridge Statistics for Tamiami, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tamiami, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 72 meters (236ft) Total average daily traffic: 433,322 Total average daily truck traffic: 25,686 National Bridge Inventory (NBI) Registered Bridges for Tamiami
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870028, Location: 7.7M E COLLIER & MONROE (Lat: 25.766667, Lng: -80.216667), Route carried "on" structure: US 41, Year Built: 1962, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 9,890 (year 2028), Design Load: HS 20, Features Intersected: FCD CANAL 12-B, Facility Carried by Structure: COMP SR-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 18 months, Underwater Inspection Frequency: Every 18 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870031, Location: 13.17M E COLLIER & MONROE (Lat: 25.750000, Lng: -80.200000), Route carried "on" structure: US 41, Year Built: 1962, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 9,890 (year 2028), Design Load: HS 20, Features Intersected: SPILLWAY 12-D, Facility Carried by Structure: COMP SR-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 18 months, Underwater Inspection Frequency: Every 18 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870212, Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761250, Lng: -80.385550), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1992, Status: Open, Structure Length: 8.96m (29.40ft), 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: US 41-SW 8 ST-TAMIAMI CA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.312, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.5m (67.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870213, Location: 12.5 MILES NORTH OF US-1 (Lat: 25.759417, Lng: -80.382650), Route carried "on" structure: Ramp State highway 821, Year Built: 1974, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,401 (year 1989), Average Future Daily Traffic: 22,695 (year 2018), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.105, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.5m (21.3ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), 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: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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, 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: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870415, Location: 12.9 MILES NORTH OF US-1 (Lat: 25.764917, Lng: -80.384683), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1992, Status: Open, Structure Length: 8.93m (29.30ft), 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: US 41-SW 8 ST-TAMIAMI CA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.312, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.5m (80.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870516, Location: 0.1 MI S OF SW 8TH ST (Lat: 25.759583, Lng: -80.384917), Route carried "on" structure: Ramp State highway 821, Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,756 (year 1993), Average Future Daily Traffic: 32,046 (year 2018), Design Load: HS 20, Features Intersected: SNAPPER CREEK CANAL C-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.9m (42.3ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: 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: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870752, Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761333, Lng: -80.386750), Route carried "on" structure: Ramp State highway 821, Year Built: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 9,340 (year 1992), Average Future Daily Traffic: 16,502 (year 2018), Design Load: HS 20+Mod, Features Intersected: TAMIAMI CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.8m (22.3ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: Equal 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: 870963, Location: E. OF SW 132 AVE. (Lat: 25.750000, Lng: -80.383333), Route carried "on" structure: State highway SR-90, Year Built: 2004, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 55,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 95,425 (year 2028), Design Load: HS 25, Features Intersected: CANAL (SW 132 AVE), Facility Carried by Structure: SR 90 EB & WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 40.5m (132.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 95.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874215, Location: At US 41 (SW 8th St.) (Lat: 25.761944, Lng: -80.348333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 15,350 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 26,700 (year 2024), Design Load: HS 20, Features Intersected: Tamiami Canal C-4, Facility Carried by Structure: SW 94th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), 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: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874216, Location: North Side of US 41 (Lat: 25.761944, Lng: -80.352417), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 1994, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 16,900 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 29,860 (year 2024), Features Intersected: Tamiami Canal C-4, Facility Carried by Structure: SW 97th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874246, Location: US 41(SW 8th St) (Lat: 25.761111, Lng: -80.409722), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 13,457 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 20,050 (year 2024), Design Load: HS 25, Features Intersected: C-4 Canal, Facility Carried by Structure: SW 132nd AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 36.5m (119.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 73.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874637, Location: 0.8miles E/O NW 107th Ave (Lat: 25.775833, Lng: -80.356667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,109 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 15,042 (year 2024), Design Load: HS 20, Features Intersected: Golf Cart Path, Facility Carried by Structure: Fountainbl Blvd WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874638, Location: 0.8miles E/O NW 107th Ave (Lat: 25.775556, Lng: -80.356667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,109 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 15,042 (year 2024), Design Load: HS 20, Features Intersected: Golf Cart Path, Facility Carried by Structure: Fountainbl Blvd EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870212, Location: 12.9 MILES NORTH OF US-1 (Lat: 25.761250, Lng: -80.385550), Route carried "under" structure: US 41, Year Built: 1973, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 68,500 (year 2006), Truck Traffic: 6%, Features Intersected: US 41-SW 8 ST-TAMIAMI CA, Facility Carried by Structure: SR821 SB HEFT 25.6 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 9.634, Lanes on structure: 4, Lanes under structure: 7, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 870415, Location: 12.9 MILES NORTH OF US-1 (Lat: 25.764917, Lng: -80.384683), Route carried "under" structure: US 41, Year Built: 1973, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 56,000 (year 2006), Truck Traffic: 4%, Features Intersected: US 41-SW 8 ST-TAMIAMI CA, Facility Carried by Structure: SR821 NB HEFT 25.6 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 9.666, Lanes on structure: 5, Lanes under structure: 7, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Discuss this city on our hugely popular Florida forum Back to: Tamiami, FL, Florida, All US cities.
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